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,tN SUFfUtk �r �o�o CpGy Town of Southold 8/28/2022 P.O.Box 1179 N 53095 Main Rd k41 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43379 Date: 8/28/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2985 Stanley Rd.,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-8-70 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/19/2021 pursuant to which Building Permit No. 45915 dated 3/11/2021 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfinished basement,covered front entry,rear stoop and attached garage as applied for. The certificate is issued to Brooklyn Timber LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0050 7/20/2022 ELECTRICAL CERTIFICATE NO. 45915 7/19/2022 PLUMBERS CERTIFICATION DATED 3/22/21 &6/1/22 h Iles San r Au ho z Signature TOWN OF SOUTHOLD ��o� coGy BUILDING DEPARTMENT y TOWN CLERK'S OFFICE "oy • � � SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45915 Date: 3/11/2021 Permission is hereby granted to: Signature Five Loan Trust 1430 Broadway Ste 350 New York, NY 10025 To: construct single-family dwelling as applied for per SCHD approval. (Lot#16) At premises located at: 2985 Stanley Rd., Mattituck SCTM #473889 Sec/Block/Lot# 106.-8-70 Pursuant to application dated 2/19/2021 and approved by the Building Inspector. To expire on 9/10/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,048.40 CO-NEW DWELLING $50.00 Total: $2,098.40 Bu i ing Inspector ho��pF SO(/ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 � sean.devlinttown.southold.ny.us �yc0UN1`1,0c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Brooklyn Timber LLC Address: 2985 Stanley Rd city:Mattituck st: NY zip: 11952 Building Permit* 45915 Section: 106 Block: 8 Lot: 70 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Puccio Electric License No: 4806ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 71 Ceiling Fixtures 25 Bath Exhaust Fan Service 3 ph Hot Water Gas GFCI Recpt 3 Wall Fixtures 15 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 45 Heat Detectors 1 Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Q' Dryer Recpt G8S Emergency Fixtures Time Clocks Disconnect Switches 64 4'LED 4 Exit Fixtures 11 Pump Other Equipment: Fridge, Oven, DW, Micro, Hood, ERV, W/D Notes: New Two Story Inspector Signature: �� Date: July 19, 2022 p 9 S.Devlin-Cert Electrical Compliance Form Lot #16 Town Hall Annex Telephone(631)765-1802 5.4375 Main Road Fax.(631).765=9502 P.O.Box.1179 "a* S Southold,NY 11971-0959 71 3 BUILDING DEPARTMENT TOWN OF SOUTHOLD :y APA 2 2021 C E_9T.IF.I_C A.T.I:O N 1 Date: ..3/22/2021 1 Building.Permit No. 45915 Owner: John Popovitch (Please print) Chuck Sanders.. Plumb Tech a :.... Plumber:.....:......:.. :.......:_...:.:-.,. ,�..._..................,,;..:.>..-:.:,.;.., .._...::::.,.,:.:::.:.. ... .. :,.. :....: . :. .... ..... ,:...:..:.:..,::.:..........._.:::..:..:.....::...:. .. . (Please print) I certify that the:solder used in.the water supply system contains.Iess than 2/10 of I% s. lead. i i i lumbers Si atuie Sworn to before me this day of Ina r 20.e?l S QOAC/F1 8j768 ` ��„ UFFD ED _ d CpMM COONT�, Nom', -05-13.?�XF v�,•.A zl Notary Public y, EW �a/lnnmin��` 1 i I i i i i S tj oil, Town Hall Annex Telephone(631)765-1802 54375 Main Road .1 ' Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOIJTHOLD rr 1)ll� � ` i C.'E.RTIFICAT16 N qD AUG 1 09099 .1 BUILDING DEP s: p TOWN OF`I)OUTi 1 Building.Permit No. `1 S CA� S Owner: w (Please print) Plumber• (Please print) I certify that the solder used in the water supply system contains less than 2/10 of M lead. (Plumbers Signature) Sworn to before me this day of JU-06 , 20 Vince, . SO o . �`,� •, .181 Z F ll ttanty: % N otar Public ::. UZI SOUIyO - # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1602 INSPECTION [ ] OUNDATION 1ST ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:. 0 �0Amy(vkA 6p& @*Akm Ntwm� C--A/ Amaoz� 1 -1114 -r. 4rvvKiAp&z kit" /ov-v/ 66 s O DATE INSPECTOR L S ` SOF SOUTy # # .TOWN OF SOUTHOLD BUILDING DEPT. `ycourm N�' 765-1802 INSPEC ION '_.0 [ ] FOUNDATION 1ST [ ROUGH PLBG. [ .. OUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) " [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMAR S: 2 1 ple-el -Dvj\j Mw& I I LQ�fllil �IC� �h RMIJ106. DATE I W 1 NSPECTOR Of SOUIyo # # TOWN OF SOUTHOLD BUILDING DEPT: °ycoum, 765-1802 INSPECTION' FOUNDATION 1ST [ ] [ ] ROUGH PLEG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O R ARKS: I � cmg �laaU Lu�1� DATE (0INSPECTOR a�P SOUIy - q ! Ll 9 &S9 Cy� �✓ V * * TOWN OF SOUTHOLD BUILDING DEPT. `ycoumv, 765-1802 JNSPECTION. . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ _ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE,RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: I -DATE INSPECTOR q � OP SOOT - # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm e�' 765-1802 INSPECTION, [ ] FOUNDATION 1ST [ ] OUCH PL13G. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-&-CHIMNEY [ ] 'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: n tn- ll V4 tw. al �mroqo� rw k A., j - - ( I I tD . kyTr/?l ol/-,O�los 80fz, DATE INSPECTOR # lafs TOWN OF S OUTHOLD BUILDING DEPT. �o • ,o 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND . [_ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &"CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION . [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Q► 1AAal Gwer- <10 eJ-n,-l-- cieA 2 DATE Z 7 ZZ INSPECTOR as0UlyO * # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 r. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ " ] .I S.ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL 9�> ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: i -Io ftmmkalk co &o (644 sumf s S Foy _ [Ann,R %rm . 141A t DATE INSPECTOR -ow() U-IV , fol i I-vv OF SOUlyo6 # # TOWN OF SOUTHOLD BUILDING DEPT. �yCoom, '' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) ( ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: rC, DATE INSPECTOR ROWS LIPA o �� Long Island Power Authority 2012 Combustion Safety Testing Form LIPA ENERGY STAR°Homes Certified Home Address: 4285 Stanley Road City: Mattituck Builder Name: Oasis at Mattituck Corp. Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of 1 Location of this CAZ: Basement/Attic (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: June 14, 2022 Outdoors Temp During Test: 82 of CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: 0 pa. CAZ Ambient CO: 0 PPM Test Pressure: -5.9 pa. Appliances/Fireplace Simulated for Test? Yes— No Net Change: -5.9 pa. If Yes,Total CFM Simulated - (explain in notes) NOTES: Fireplace is a sealed unit with all combustion air from outside. Heating System Primary: Yes ✓ No_ Type: Furnace ✓ Boiler_Heat Pump_Other t z Venting Tvne 3 Dra[ S illa e. S'illa'a CO: co. L,tcien Fuel:,. e 'cle:T e asca1'='' orst.Case, - atural, (worst Case ' atural Rating: N_P✓ O—E— N V_M_S✓ Pa. Pass ✓ Fail Pass✓ Fail_ - PPM - PPM Yes ✓ Tie: Standard Tank ✓ Induct Tan1dess Size: 50 Style Common Vent❑ Water Heater. Primary: — No Instantaneous Commercial (See Note S below) (Gallons) a Stand Alone s s Vennng'Tvne 3 Dra t , . 5 rn llaQe, S lla a(Natural)° ,' CO CO E rcteit Fuel Tyne (Crrcle=lype) (Pascal)' (Worse Case) (13�or"se Case) (Natural),. EF: N P ✓O E N M✓ S - Pa. Pass ✓ Fail Pass✓Fail 7 PPM 7 PPM Oven's f'.. Oven is Electric or No Oven Exists IR Oven Range Hood Vented to Outside Yes ✓ No_ Oven CO - PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type. N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style., Commonl Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and-th�-gni ,Ls 1 O ga lono ort"o e ep aximum-modeled EF of.48 Rater Name: JerryD'Amar Rater Number: 2614397 MUU 1' r� �fl°1'1 Rater Signature: "1�44 0YA - ate: June 14, 2022 TOWN OF SOUT Ih brm 90106 02 CST Form 2012 Effective 1/1/2012 Corresponds to BHI -2012 ®rne Energy Rating certificate Property o HERS New Home 1000-106-8-65m c Rating Type: Confirmed Certified Energy Rater: Jerry D'Amaro Oasis at Mattituck, CorpD Rating Date: 2022-06-14 Rating Number: 2021_014 4285 Stanley Road ®65 C=� Registry ID: 731111267 Mattituck, NY 11952 ci o �: o -0 Estimated Annual Energy Cost � Percent Cost� HERS Index: 52 Efficient Home Comparison: 48% Better Heating 3 Use MMBtu to $Cost 34% General information Cooling 1.9 $112 3% Conditioned Area 3643 sq. ft. House Type Single-family detached Hot Water 15.1 $350 11% Conditioned Volume 37200 cubic ft. Foundation Conditioned basement Lights/Appliances 27.8 $1555 47% Bedrooms 4 Photovoltaics 0.0 $0 0% Service Charges $151 5% Mechanical Systems Features Total 80.4 $3305 100% Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Water Heating: Conventional, Propane, 0.72 EF,48.0 Gal. Criteria Cooling: Air conditioner, Electric, 15.1 SEER. This home meets or exceeds the minimum criteria for following: Duct Leakage to Outside 10.00 CFM25 ECCC New York State 2020 Ventilation System Balanced: ERV, 85 cfm, 70.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat NA Slab R-0.0 Edge, R-0.0 Under Sealed Attic R-39.0 Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.300, SHGC: 0.270 Above Grade Walls R-20.0 Infiltration Rate Htg: 1601 Clg: 1601 CFM50 Foundation Walls R-11.0 Method Blower door � HERS Rater D'Amaro Engineering and Surveying Lights and Appliance Features 20 Mariposa Lane Interior Fluor Lighting (%), 0.0 Range/Oven Fuel Electric - Manorville, NY 11949 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Propane 631-878-7808 Refrigerator (kWh/yr) 757 Clothes Dryer CEF 2.32 - Dishwasher(kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, C orado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. REWRate - Residential Energy Analysis and Rating Software x16:0..4 ._ New York Compliance Certificate Project Title: New Home 1000=106-8-70 Projected Rating:`Based on Plans,-. Field Confirmation Required. Report Date 2021-02-09 , Data Filename 2021_011 2985 Stanley Rd.P.CC.blg Energy Code 2018 IECC as amended in the 2020 New York State Energy Conservation Construction Code Permit# Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Propane Glazing Area Percentage 13% Heating Degree Days 5294 HERSlndex 55 Construction Site Owner/Agent Designer/Contractor HERS Rater 2985 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 2985 Stanley Road 3080 Route 112, Suite C Jerry DAmaro Mattituck, NY 11952 Medford, NY 11763 Certification#2614397 631-767-4807 631-878-7808 Building Information Conditioned Area (sq ft) 3908 Conditioned Volume (cubic ft) 42583 Insulated Shell Area (sq ft) 7677 The items below will be inspected for energy code certification. Any deviation from these specifications should be brought to the attention of the HERS Rater, as soon as possible to assure that the project will still comply with energy code requirements. Compliance (must pass either UA or Performance Path) Code Compliance Pass UA Path Pass Performance Path Pass Duct R-Value Pass, Maximum Energy Cost($%yr) 5358 Maximum UA 448 Your Home Energy Cost($/yr) 4852 Your Home UA 430 Better Than Code (Perf) 10.5% , Better Than Code (UA) 3.9% Gross Area ' Cavity Cont:. Glazing or Door Assembly or PerimeteP R-Value R-Value U-Factor UA Ceilings Roof 1: R-39 SPF SA 1231 39.0 0.0 43 Roof 2: R30,FG1,10-16,C 193 30.0 0.0 7 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid 2556 15.0 5.0 143 AG Wall 2: R15,FG1,4 16 307 15:0 0.0 24 REM/Rate=Residential Energy Analysis and Rating Software v16:0:4 This information does not constitute'any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. REM/Rate - Residential Energy.Analysis and Rating Software v16.0.4 New York Compliance Certificate Gross Area Cavity Cont.- Glazing or Door Assembly or Perimeter R-Value R_-Value U-Factor UA AG Wall 3: R-18 SPF+Rigid 336 13.0 5.0 19 AG Wall 4: R15,FG1,4-16 95 15.0 0.0 8 Joist 1: Cond - ambient 142 13.0 5.0 0 Joist 2: Cond -> garage 17 13.0 0.0 0 Joist 3: Cond- ambient 82 13.0 5.0 0' Joist 4: Cond- attic 8 13.0 0.0 0 Window 1: U:0.30, SHGC:0.30 292 0.300 88 Window 2: U:0.28, SHGC 0.31 DR 80 0.280 22 Door 1: PCH Front Door 34 0.230 0 Door 2: PCH Garage 18 0.150 0 Door 4: Fiberglass U-0.17 JD 18 0.170 0 Door 5: Attic Access 12 0.200 0 Floors Over Garage Floor 1: R30,FG1',X-16.: 18: 30.0 0.0 1 Basement Walls Wall 1: R-11 Paramount 1107, 0.0 11.0 61 Watt 2:• R-11 Paramount 225 0.0 11.0 13 Window 3: U:0.30, SHGC:0.30 21 ,' 0.300 6 Door 22 0.220 0 Duct Insulation R-Value Infiltration Htg: 3.00 Clg: 3.00 ACH50 Mechanical Equipment Heating: Fuel-fired air distribution, 64.0 kBtuh, 96.1 AFUE. Water Heating: Conventional, Prop, 0.70 EF. Cooling: Air conditioner, 34.8 kBtuh, 15.1 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application. Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the.home is built. Name-Title Signature Date Rater I, Jerry D'Amaro of DAmaro Engineering, certify that the home listed above, as modeled meets or exceeds all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific.to REWRate- Residential.Energy Analysis and Rating.Software.v16.0 4; This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO,..Boulder, Colorado. Page 2 of 3 REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance certificate the local jurisdiction in which the home is built. I further attest that I am a certified Home Energy Rater and affiliated with a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. \I-JeIrrV Name Title Signat re Date REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro'Engineering Projected Rating 2985 Stanley Road 631-878-7808 2021-02-09 Mattituck, NY 11952 Jerry D'Aniaro j.'. Rating No:2021_011 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-70 Oasis at Mattituck, Corp. 2021_011 2985 Stanley Rd.P.CC.blg Date: 2/9/2021 Building Information e: Conditioned Area (sq ft) 3908 Conditioned Volume(cubic ft) 42583 Insulated Shell Area (sq ft) 7677 f ' The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times-the energy features listed below will change.in the field from,what has been. input in the analysis. DAmaro Engineering's field inspecfion'process will identify any,changes,,to ensure that the home continues to meet the intent of the IECC. Reports,and-certificates will be furnished before,.CO.to ensure that the house meets,the intent of the IECC. Ceilings [ ] 1. Sealed Attic: R-39 SPF SA(1479 s.f.) ; R-0.0 continuous insulation, R-39.0 cavity insulation. Name: main Insulation Grade: 1 II III Face'? Inset Comments/Location [ ] 2. Vaulted: R30,FG1,10-16,C (193 s.f.) R-0.0 continuous insulation, R-30.0 cavity insulation. Name: 1st sty Insulation Grade: 1 II III Face / Inset Comments/Location Above-Grade Walls [ ] 1- Wall: R-20 Batt+Rigid (2556 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-15.0 cavity insulation. Name: main Insulation.Grade: I If III Face / Inset, Comments/Location [ ] 2. Wall: R15,FG1,4-16 (307 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage Insulation Grade: 1 II III Face / Inset- . .]• L .. , .. ,I ., . ' Comments/Location REM/Rate- Residential•Energy Analysis'-and Rating°•Software v16:0.4 This information does not constitute any warranty of•energy costs or savings. r' ©1985-2020 NORESCO, Boulder, Colorado: Energy P Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2985 Stanley Road 631-878-7808 2021-02-09 Mattituck, NY 11952 Jerry DAmaro. Rating No:2021_011 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-70 Oasis at Mattituck, Corp. 2021_011 2985 Stanley Rd.P.CC.blg Date:2/9/2021 Above-Grade Walls [ ] 3. Wall: R-18 SPF+Rigid (336 s.f.), Between sealed attic and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: attic gables Insulation Grade: 1 II III Face / inset Comments/Location [ ] 4. Wall: R15,FG1,4-16 (95 s.f.), Between conditioned space and attic R-0.0 continuous insulation, R-15.0 cavity insulation. Name: t6attic' Insulation Grade: I 11 III Face'% Inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.13 [ ] 1. Window: U:0.30, SHGC:0.30 (45 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-1 Orientation: South Comments/Location [ ] 2. Window: U:0.30, SHGC:0.30 (45 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-2 Orientation: South Comments/Location [ ] 3. Window: U:0.30, SHGC:0.30 (6 s.f., East), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name:W-3 Orientation: East Comments/Location [ ] 4. Window: U:0.30, SHGC:0.30 (30 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name:W-4 Orientation: North Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder; Colorado. Page 2 of 8 Energy P Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected;Rating 2985 Stanley Road 631-878-7808 2021-02-09- Mattituck, NY 11952 Jerry DAmaro Rating No:2021_011 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-70 Oasis at Mattituck, Corp. 2021_011 2985 Stanley Rd.P.CC.blg Date: 2/9/2021 Windows and Skylights - [ ] 5. Window: U:0.28, SHGC 0.31 DR (40 s.f:, North), U=Value: 0.280; SHGC: 0:310 For windows without labeled U-factors, describe features: Name: D-5 Orientation: North Comments/Location [ ] 6. Window: U:0.28, SHGC 0.31 DR (40 s.f., North), U-Value: 0.280, SHGC: 0.310 For windows without labeled U-factors;describe features: Name: D-6 Orientation: North Comments/Location [ ] 7. Window: U:0.30, SHGC:0.30 (9 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors;describe features: Name:W-7 Orientation: North Comments/Location [ ] 8. Window: U:0.30, SHGC:0.30 (30 s.f.,'South), U-Value: 0.300, SHGC: 0.300• For windows without labeled U-factors;=describe features: Name: W-8 Orientation: South Comments/Location [ ] 9. Window: U:0.30, SHGC:0.30 (30 s.f., South), U=Value: 0:300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-9 Orientation: South Comments/Location - [ J 10. Window: U:0.30, SHGC:0:30 (23 s.f.,-South); U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-10 Orientation: South Comments/Location RENVRate Residential Energy Analysis and••Rating Software'v1'6.0:4 This information does not constitute•any warranty of energy costslor savings. ©1'985-2020 NORESCO;Boulder,•Colorado. Page 3 of 8 Energy code Inspection checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2985 Stanley Road 631-878-7808 - . 2021-02-09 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_011 _ RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-70 Oasis at Mattituck, Corp. 2021_011 2985 Stanley Rd.P.CC.blg Date: 2/9/2021 Windows and Skylights [ ] 11. Window: U:0.30, SHGC:0.30 (6 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-11 Orientation: South Comments/Location [ ] 12. Window: U:0.30, SHGC:0.30 (6 s.f., East), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-12 Orientation: East Comments/Location [ ] 13. Window: U:0.30, SHGC:0.30 (16 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-13 Orientation: North Comments/Location [ ] 14. Window: U:0.30, SHGC:0.30 (30 s.f., North); U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-14 Orientation: North Comments/Location [ ] 15. Window: U:0.30, SHGC:0.30 (16 s.f., North),,U-Value: 0.300, SHGC: 0.300; For windows without labeled U-factors, describe features:- Name: W-15 Orientation: North Comments/Location [ ] 16. Window: U:0.30, SHGC:0.30 (7 s.f., East), U-Value: 0.300, SHGC:.0.30.0 For windows without labeled U-factors, describe features: Name: W-16 Orientation: East Comments/Location REM/Rate- Residential Energy Analysis and,Rating Software x16.0.4, This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Page 4 of 8 Energy Code.:', Inspection ,Checklist • " _ Property Organization - HERS Oasis at Mattituck, Corp. DAmaro Engineering`l Projected Rating- '. r 2985 Stanley Road 631-878-7808 2021-02-09.... Mattituck, NY 11952 Jerry D'Amaro' Rating No:2021_011- ".' RaterID:2614397 , Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-70 Oasis at Mattituck, Corp. 2021_011 2985 Stanley Rd.P.CC.big " ` Date: 2/9/2021 Windows and Skylights [ ] 17. Window: U:0.30, SHGC:0.30 (7 s:f.; North),A-Value: 0.300;-SHGC: 0.300' - For windows without labeled U-factors, describe feature's: Name:WIT ' Orientation: North Comments/Location [ ] 18. Window: U:0.30, SHGC:0.30 (7 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name:W-18 Orientation: North Comments/Location Doors [ ] 1. Door: PCH Front Door(34 s.f.), R-Value 4.3 Comments/Location [ ] 2. Door: PCH Garage (18 s.f.), R-Value 6.7 Comments/Location [ ] 3. Door:'-PCH BSMT(22 s.f.i); R;Value 4:5 Comments/Location [ ] 4. Door: Fiberglass U-0.17 JD (18 s.f.), R-Value 5.9 Comments/Location [ ] 5. Door: AtticAccess:(12 s.f.), R-Value 5.0: Comments/Location REM/Rat&.: Rdsidential-Energy Analyiis and Rating°Softv+arex•16'.0:4` This'information does'not constitute any warrahty of energy costs or-savings' 01985=2020 NORESCO;Bould'er,-Colorado: Page 5 of 8 Energy Code--,I nspection Checklist- Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering, Projected;Rating•- 2985 Stanley Road 631-878-7808. 1-:-, 2021-02-.09..• Mattituck, NY 11952 Jerry DAmaro; . Rating No:2021_011-;; RaterID:2614397 Weather:Riverhead, NY Builder t Registry ID: New Home 1000-106-8-70 Oasis at Mattituck, Corp. 2021_011 2985 Stanley Rd.P.CC.blg Date: 2/9/2021 Frame Floors [ ] 1. Floor: R30,FG1,X-16 (18 s:f.), Between;conditioned space and garage; R-0.0 continuous insulation, R-30.0 cavity,insulation., Name: 2nd FL over gar Insulation Grade: 1 II III,- Face / Inset.- Comments/Location nset.Comments/Location Slab Floors [ ] 1- Slab: R-0 Paramount (1406 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location Foundation Walls :. [ ] 1- Wall: R-11 Paramount(1149 s.f.), Between conditioned space and ambient/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: main Insulation Grade: 1 II III Face/ Inset Comments/Location [ ] 2. Wall: R-11 Paramount(225 s.f.), Between conditioned space and garage/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation,"R-0.0,exterior.insulation..:a Name: to garage Insulation Grade: 1 II III Face / Inset Comments/Location Rim and Band Joists [ ] 1. Joist: FF to outside (142 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: FF to outside Insulation Grade: I II.: :III .Face:/-Inset ` Comments/Location [ ] 2. Joist: FF to garage (17 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: FF to garage Insulation Grade: 1 II III Face / inset Comments/Location REM/Rate.-4Residential,Energy Analysis and Rating,Software,v16;0:4r This information does not constitute any warranty of energy costs or savings: ©1985-2020.NORESC.O,;;Boulder"C.olorado. Page 6 of 8 EnergyCode - P Inspection Checklist' Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering ' Projected Rating 2985 Stanley Road 631-878-7808 - 2021-02-09 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_011 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-70 Oasis at Mattituck, Corp. 2021_011 2985 Stanley Rd.P.CC.blg Date: 2/9/2021 Rim and Band Joists [ ] 3. Joist: 2F to outside (82 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to outside Insulation Grade: 1 II III Face / inset Comments/Location [ ] 4. Joist: 2F to attic (8 s.f.), Between conditioned space and attic R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to attic Insulation Grade: I. II - III Face / inset. Comments/Location Mechanical Equipment [ ] 1. Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Make and Model Number [ ] 2. Water Heating: Conventional, Propane, 0.70 EF, 50.0 Gal. Make and Model Number [ ] 3. Cooling: Air conditioner, Electric, 15.1 SEER. Make and Model Number Mechanical Ventilation System [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Balanced, 85.0%Sensible Efficiency,.48.0%Total Efficiency, 110 cfm; 24.0 hrs/day, 85.0 watts, ECM Fan Motor. System description(make) Air Leakage Control [ ] Blower Door Test at Final [ ] House is air-sealed so as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 2129) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. REM/Rate-'Residential Energy Analysis and'Rating Software x16.0.4 This information does not constitute any warranty of energy costs or savings.' 0 1985-2020 NORESCO;•Boulder,Colorado. Page 7 of 8 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2985 Stanley Road 631-878-7808 2021-02-09 : Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_011 , RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-70 Oasis at Mattituck, Corp. 2021_011 2985 Stanley Rd.P.CC.blg Date: 2/9/2021 Infiltration Requirements for IECC 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015-2018 IECC Infiltration limit for the design home is 3 ACH50. Duct Leakage (if not exempt from testing) [ ] Duct System 1 Leakage to Outside and Total Duct Leakage [ ] Duct System 1 Leakage to Outside is specified in REM/Rate at 10.000 CFM C 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 40.000 CFM @ 25 Pascals Duct Leakage Code Requirements for IECC 2009 IECC: Postconstruction Leakage Test: Duct Leakage to Outdoors<=8 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<=6 CFM25 / 100 sq ft CFA. Rough in Test without AHU:Total Duct Leakage<=4 CFM25 /-100 sq ft CFA. 2012 IECC and Prescriptive Path for 2015-2018 IECC: Postconstruction Leakage Test: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. ; Rough in Test without AHU: Total Duct Leakage<= 3 CFM25 / 100 sq ft CFA. 2015-2018 IECC Performance Path (Cost Compliance): Requires ducts be tested andreported, but has no compliance thresholds. Notes REM/Rate, Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs.or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 8 of 8 CERTIFICATE OF INSULATION OR THE WORW WE UVEM' For the following home: Lot 16 -The Fields at Mattituck; 1000-106-08-70 STREET ADDRESS 2885 Stanley Road New York 11952 CITY STATE ZIP R-VALUE THICKNESS r Closed-Cell Spray Polyurethane Foam Rafter Bays-6 inches Attic No-Burn Plus ThB Intumescent Attic Gable End-Walls-2 inches Rafter R-39;End-Wall R-13 Knauf Ecobatt R-15 HD Walls Kraft-faced 3.5 inches Knauf R-11 Basement Wall Insulation Basement (draped-batt) 3.5 inches Band Joist:R-13 Closed-Cell SPF&Intumescent Band Joist-2 inches Other: Garage Ceiling-12 inches Garage Ceiling: Knauf Ecobatt R-38 in 2nd floor platform The undersigned certifies that Knauf Insulation products have been installed in accordance with the manufacturer's recommended applications for these products. Hunter Insulation H-59143 INSTALLING"COMPANY 1� �� \VI i STATE LICENSE 675 Elton Street STREET ADDRESS n -� Riverhead �ul�nln<<aEr': : New York 11901 Tntr,ilu l7r CITY STATE ZIP 6-24-2022 SIGNATURE DATE Contractor's Submittal �t/�� p ,,.� KNAUF INSULATION, INC. Material approved for use in project. �9Y,� o _ one Knauf Drive 2885 Stanley.Road,Mattituck -- " y ! o Shelbyville,IN 46176 Approved by D'Amaro Engineering and Surveying,P.C. - ► Technical Support ' .h`�b9�•°`���� (317)398-4434 ext.8727 infoms0knaufiasulation.com CHECKED JUN 2 8 2022 d ' ' ,� 01-20 ©2020 Knauf Insulation, Inc. w DATA SHEET Basement Wall InsulationkNAUF R R with ECOSE" .Technology THE WORLD WE LIVE IN.' DESCRIPTION - -- _•-____........�_.. _._--_. _------- -- -- - --- --- -- -_ -: Basement Wall Insulation is a fiberglass blanket laminated to CONTRACTOR:-Hunter Insulation a perforated facing that can be left exposed. It is also available ; - JOB:. The Fields at Mattituck- Lot 16 " DATE: June 16, 2022 unfaced for non-exposed areas such as crawl spaces. It gives you the flexibility to apply the insulation horizontally or vertically, which allows for either half-wall or full-wall. Perforated facing is recommended for the majority of basement wall applications. DOING MORE, • • THE WORLD The perforations in the facing allow moisture to pass through the KnAufninsulaare Material, reducing the possibility of condensation and ensuring e e e e ® e ._ .e- oe. -a e ee. •e binder proper thermal performance. • Aternative to the pherlm m• o- binder •e m •e o• e ee bio-based APPLICATION bindef.boldourprod e•• - eroduct its • New construction or for retrofit in existing homes uniq0e, appearanceand ma kes'it.forma ldehyoe4reei oil SPECIFICATION COMPLIANCEAllof our,productsm e ble resources, • ASTM C665 -h, s xecycled glass and, a e e e m • Type 11, Class A, Category 11 b"putting,glass e e m. e • IECC Code for a continuous R-value with a Class A Fire landfills.Our products rating with no further modification ret cled otalilng an average of e m. INDOOR AIR QUALITY • EUCEB Certified wo Contractor's Submittal Material approved for use in.project. 2M Stanley Road,Mattituck Approved by D'Amaro Engineering and Surveying,P.C. `: "u' ; : ': R-ValueDimensions tFacing- I. P� � 3.5"x 48"x 60' R-11 PSK Perforated(White) x 3.5"x 88"x 60' TECH N e r xv ge ance PropertyiQUnit) A Test Perform Corrosiveness ASTM C665 Does not accelerate corrosion of steel Thermal Value ASTM C518 R-11 Combustibility ASTM E136 Non-combustible(insulation only) Surface Burning Characteristics ASTM E84* 25/50 (flame spread/smoke developed) *The-ASTM E84 standard is used solely to measure and describe properties of materials and products in response to heat and flame under controlled laboratory conditions.This numerical flame spread is not intended to reflect hazards presented by this or any other material under actual fire conditions. Plus ThB N fp-BURN® Intumescent Coating �� Spray Polyurethane Foam Insulation PRODUCT DESCRIPTION No-Burn Plus ThB is an International Building;International I • : I ._ l Residential,and National Fire Protection.Association Life h-- Safety 101 thin film intumescent coating.:-When exposed to.. .. r' high temperatures and flame,Plus ThB intumesces creating a char.-barrier protecting treated substrates from fire. `: Manufactured in compliance with ISO 9001,as a certified - } , intumescent coating,Plus ThB is applied to spray polyurethane foam insulation,achieving the fire i performance prescribed. ' zg; x ABOUT,US No-Burnintumescent coatings provide the high- performance,code-compliant fire protection needed in PACKAGING/STORAGE new and existing residential and commercial construction. In the presence of extreme heat or fire,intumescent Pails: 5 gallons (19 L),58.5 lbs. coatings char and swell up to multiple times their original Drums: 55 gallon drum (208 L),net 45 gallons thickness,which shields the substrate and significantly (170 L) 586.5 lbs. reduces its rate of combustion. Shelf Life: 12 months in unopened sealed containers, properly stored Designed with the.,professional in mind,our simple one- Storage: 40°F (4°C) - 90°F (32°C) -coats pray application achieves the code compliance you Best Practices for Safe Handling&Storage need with a water-based,low VOC emission formula,' available in white and tinted coloring. PLUS Th13 PRODUCT SPECIFICATIONS Code Requirement Compliance Color: White/Gray/Tinted Thermal Barrier Assembly. 15 minutes:ER-305,TER 1905-03 Intumescent Color Wheel&Tintina ignition Barrier Assembly 5t minutes:ER-305.TER 1905-03 White Gray Exterior Rated Wall Intertek Design Listing: Finish: Flat r-' Assembly BASF/FI 30-09 pH: 7-8 Interior Finish FS 0 SD 10,Class A Application: Best Practices for Application Vapor Retarder 5 perms,Class III Film Thickness: Reference Code and Compliance Report USDA Incidental Food ANSI/NSF 51 Food Zone Dry Time: 60-90-minutes Contact Materials Overcoat: Water-based with pH of 7-8 Safety: Plus ThB Safety Data Sheet(SDS) Contractor's Submittal Material approved for use in project. VOC Content: 18 g/L 2885 StanleyRoad,IVfattituck VOC Emissions: CDPH (CA Spec 01350) Compliant Approved by D'Amato Engineering and Surveying,P.C. Code-compliant solutions. Life-saving protection. No-Burn,Inc. TRADEMARKS No-Burn,No-Burn logo and Fire Wise are trademarks owned by or licensed to No-Burn,Inc. SALES INFORMATION AND OR DER PLACEMENT LIMITED WARRANTY No-Burn,Inc.-warrants that the No-Burn formula will be manufactured to the same specifications and 1-800-989-8577' • quality,and will perform equally to the tests performed by the independent,laboratories when properly applied. Warranty TECHNICAL INFORMATION coverage is limited solely to the cost of product purchased hereunder and specifically excludes incidental expenses and 1-800-989-8577 consequential damages. The applicator warrants that the product,in its original form from the Manufacturer,will be stored, . www.noburn.com mixed and/or applied as directed in the guidelines published by No-Burn,Inc.,to every reasonably accessible area that has been specified for protection. All implied warranties,from No-Burn,Inc:or the applicator are excluded. There may be situations and materials for which No-Burn will not prevent a fire from igniting or retard the progress of a fire. POLICY& PROCEDURES All sales of this product by No-Burn, Inc. are subjected to our Policy & Procedures available at httos:llwww.noburn.comlpolicies-procedures/ 2021 No-Burn,Inc. UPDATES AND CURRENT INFORMATION Revised 10-Nov-2021. The information in this document mby.change without notice. -. Made in the USA _ . sUBMITTAL SHEET y DATA SHEET EcoBatt° Insulation h of! A YON E OSL-0 Technology ®FOR THE WORLD WE LIVE IN! with C gy DESCRIPTION - CONTRACTOR: Hunter Insulation. EcoBatt batt insulation is a cost-effective thermal and acoustical The Fields at Mattituck- Lot 16 barrier for energy-efficient construction. Ecobatt insulation JOB'. . products can be used in new and retrofit wood and metal frame DATE: June 16, 2022 . . applications in residential, commercial and manufactured housing ' structures. High Density(HD) batts are available where optimal thermal performance is required and space is limited. Staple- DOOR Free batt insulation is flangeless kraft-faced batts that friction fit Knauf between 16" on center wood studs, eliminating the need to staple. Insulationproducts Technology .e- usingour patented,'bio-based binder e e e e ee binder APPLICATIONS alternative traditionally u -e.in fiberglass products.Th- biobased, • Cavity walls, exterior and partition walls, floors, ceilings, binder e e our product te•• - e e e attics, basements and crawlspaces unique appearance ane makwit forma.1clehyderfree. SPECIFICATION COMPLIANCE All of our products aremade fresustainable • ASTM C665 (facing); such as tecycled glass andtand. . proud e • Type I, Class A, (Unfaced) be, autting glass;bbftles back to work rather than e • Type 11, Class C, Category 1 (Kraft) landfills.Our products aremadeof e • Type III, Class A, Category 1 (FSK-25 foil) recycled glass—totaling.an average of e bottles • Type III, Class B, Category 1 (Foil) each month. • California Energy Commission • MEA#498-90-Mwith ROSE& • State of Minnesota INDOOR AIR QUALITY • UL Environment g` • GREENGUARD Certified • GREENGUARD Gold Certified • Validated to be Formaldehyde-Free eA • .EUCEB Certified Contractor's Submittal Material approved for use in project. 2885 Stanley Road,Mattituck Approved by D'Amaro Engineering and Surveying, P.C. TECHNICAL DATA Y a -. +.':–.r .R-♦ `, .�_' - �.._ - � -- �•, w,� ns, a.+kX`{ - r.T-r � ` I .,M .1 )Pr p tty(+Unit), +'r Test Performance h. * •, Corrosion ASTM C1617 Pass Thermal Value ASTM C518 See Forms Available chart Water Vapor Permeance ASTM E96 Kraft Faced: 1.0 perms or less; FSK-25 and Foil Faced: 0.05 perms Water Vapor Sorption(by weight) ASTM C1104 Less than 5% Combustibility ASTM E136 Non-combustible(unfaced only) Mold Growth ASTM C1338 Pass Surface Burning Characteristics ASTM E84 Unfaced and flamed-rated FSK facings: 25/50 (flame spread/smoke developed) Kraft facing will burn and should not be left exposed. LIURAL. K. McLean Associates P.C. ❖ 437 South Country Road Brookhaven • New York • 11719 (631)286-8668 • FAX(631)286-6314 ❖ 25 Newbridge Road • Suite 212 • Hicksville • New York • 11801 https://www.lkma.com RAYMOND G.DiBIASE,P.E.,PTOE,PTP,PRESIDENT and CEO Associates ROBERTA.STEELE,P.E.,EXECUTIVE VICE PRESIDENT F. WYER HER D CHRISTOPHER JAMES L.DeKONING,P.E.,VICE PRESIDENT STEVEN W. P ER F D P.E. ANDREW B.SPEISER ® (C �C n (� MATTHEW C.JEDLICKA,LEED AP t✓lrj I_C �5 KEITH J.MASSERIA,P.E. VINCENT A.CORRADO,P.E. L D� r�[02� TAMARA L.STILLMAN,P.L.S. DEC�J ece �7, 2021 Town of Southold TOWN BUILDING DEPT Building Department THOLD 54375 Main Street(NY-25) P.O. Box,1179 Southold,New York 11971 Attn: Mr. Michael J. Verity, Chief Building Inspector Re: "The Fields @ Mattituck"—Lot#16 (1000-106-8-70) -2885 Stanley Road Modifications to "Zenith" Model by Oasis at Mattituck Corp. LKMA Project#: 20099.000 Dear Chief Building Inspector Verity: On behalf of the Oasis at Mattituck Corp.,owners of the Fields at Mattituck Subdivision on Stanley Road Ext., enclosed you will find four (4) sets of updated construction drawings for the "Zenith" model that was previously approved for this lot in Mattituck. Due to material supply chain issues and functionality preferences the developer/owner had their design professional make minor changes to the plans. These changes were appropriately identified by the Town's Building Inspector (John Jarski) and we have since memorialized them with this submission to your Department. Enclosed you will find the following documents to support your permit review; • Four (4) sets of Sealed Architectural Plans. Should you require any additional information on this building permit submission do not hesitate to contact my office at your convenience. Very truly yours Christopher F. Dwyer CFD:cfd CC: The Oasis at Mattituck Corp. LKMA File Copy (drawings scanned to server) TODAY'S CHALLENGES I TOMORROW'S SOLUTIONS Since 1950 REWURate - Residential Energy Analysis and Rating Software V16.0.4 New York Compliance Certificate Project Title: New Home 1000406-8-70 Projected Rating: Based on Plans- Field Confirmation Required.,, Report Date 2021-02-09 Data Filename 2021_011 2985 Stanley Rd.P.CC.blg Energy Code 2018 IECC as amended in the 2020 New York State Energy Conservation'Construction Code Permit# ' Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Propane Glazing Area Percentage 13% Heating Degree Days 5294 HERS Index 55 Construction Site Owner/Agent Designer/Contractor HERS Rater 2985 Stanley Road Oasis at Mattituck, Corp. Oasis at Mattituck, Corp. DAmaro Engineering' Mattituck, NY 11952 2985 Stanley Road 3080 Route 112, Suite C Jerryb'Amarb Mattituck, NY 11952 Medford, NY 11763 Certification#2614397 631-767-4807 631-878-7808 Building Information Conditioned Area (sq ft) 3908 Conditioned Volume (cubic ft) 42583 Insulated Shell Area (sq ft) 7677 The items below will be inspected for energy code certification. Any deviation from these specifications should be brought to the attention of the HERS Rater, as soon as possible to assure that the project will still comply with energy coderequirements:' Compliance (must pass either UA or Performance Path) Code Compliance Pass UA Path Pass Performance Path Pass Duct R-Value -Pass Maximum Energy Cost($/yr) _ 5358 Maximum UA 448 Your Home Energy Cost($/yr) 4852 Your Home UA 430 Better Than Code (Pert) 10.53 Better Than Code (UA) 3.9% Gross,Area Cavity Cont. Glazingor Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R-39 SPF SA 1231 39.0 0.0 43 Roof 2: R30,FG1,10-16,C 193 30.0 0.0 7 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid 2556 15.0 5.0 _143 -AG Wall 2: R15,FG1,4-16 307 15.0• 0.0• 24 REM/Rate-Residential Energy Analysis,and Rating Software v16.0.4 This*information does not constitute any warranty of energy costs or savings: 0 1985-2020 NORESCO, Boulder;'Colorado. REWRate - Residential Energy Analysis and Rating.Software v1.6.0.4 New York Compliance Certificate Gross Area Cavity. Cont. Glazing or Door Assembly or ,Perimeter • R-Value R-Value U-Factor UA F. AG Wall 3: R-18 SPF+Rigid 336 13.0 5.0 19 AG Wall 4: R15,FG1,4-16 95 15.0 0.01 8 Joist 1: Cond -> ambient 142 13.0 5.0 0 Joist 2: Cond -> garage 17 13.0 0.0 0 Joist 3: Cond- ambient 82 13.0 5.0 0 Joist 4: Cond ->attic 8 13.0 0.0 0 Window 1: U:0.30, SHGC:0.30 292 0.300 88 Window 2: U:0.28, SHGC 0.31 DR 80 0.280 22 Door 1: PCH Front Door 34 0.230 0 Door 2: PCH Garage 18 0.150 0 Door 4: Fiberglass U-0.17 JD 18 0.170 0 Door 5: Attic Access 12 0.200 0 Floors Over Garage Floor 1: R30,FG1,X-16 18 30.0 0.0 .1 Basement Walls Wall 1: R-11 Paramount. 1107 0.0 11.0 .61 Wall 2: R-11 Paramount 225 0.0 11.0 13 Window 3: U:0.30, SHGC:0.30 21 0.300 6 Door 3 22 0.220 0 Duct Insulation R-Value Infiltration Htg: 3.00 Clg: 3.00 ACH50 Mechanical Equipment Heating: Fuel-fired air distribution, 64.O,kBtuh, 96.1 AFUE. Water Heating: Conventional, Prop, 0.70 EF. Cooling: Air conditioner, 34.8 kBtuh, 15.1 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application. Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the.home is built. Name-Title Signature 'Date Rater I, Jerry D'Amaro of DAmaro Engineering, certify that the home listed above, as modeled meets or exceeds all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0"1985-2020 NORESCO, Boulder, Colorado. Page 2 of 3 REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate the local jurisdiction in which the home is built. I further attest that I am a certified Home Energy Rater and affiliated with j��'✓ a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. ,p Name-Title Signa (ire Date REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 Energy Code:-. 1 ns-plection `Checklist : Property Organization HERS = Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating•' 2985 Stanley Road 631-878-7808 2021-02-09 ' Mattituck, NY 11952 Jerry-D'Amaro' Rating Noi2021_011 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: ' New Home 1000-106-8-70 Oasis at Mattituck, Corp. 2021_011 2985 Stanley Rd.P.CC.blg - Date:2/9/2021 Building Information Conditioned Area (sq ft) 3908 4 Conditioned Volume (cubic ft). 42583 Insulated Shell Area (sq ft) 7677 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy,features.listed below will change in the field from.what has been input in the analysis. DAmaro Engineering's field inspection process will identify any changes.to ensure that the,home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to;ensure that the.house meets,the intent of the IECC. Ceilings . [ ] I. Sealed Attic: R-39 SPF SA(1479 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Vaulted: R30,FG1,10-16,C (193 s.f.) r R-0.0 continuous insulation, R-30.0 cavity insulation. Name: 1st sty Insulation Grade: 1 II III Face / Inset' Comments/Location s' Above-Grade Walls [ ] 1. Wall: R-20 Batt+Rigid (2556 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-15.0 cavity insulation. Name: main Insulation Grade: . I. II III Face /,Inset. . Comments/Location [ ] 2. Wall: R15,FG1,4-16 (307 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage Insulation Grade: 1 II III Face / Inset Comments/Location REM/Rate'-'Residenti'af Energy Analysis and Rating`Software x16:0:4 This information doesno't"constitute any warranty of energy costs or savings. (D-1985" Boulder;Colorado. Energy Code . Inspection Checklist, ` Property Organization HERS . Oasis at Mattituck, Corp. DAmaro Engineering Projected.Rating . 2985 Stanley Road 631-878-7808. 2021-02-09 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_011 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-70 Oasis at Mattituck, Corp. 2021_011 2985 Stanley Rd.P.CC.blg Date: 2/9/2021 Above-Grade Walls [ ] 3. Wall: R-18 SPF+Rigid (336 s.f.), Between sealed attic and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: attic gables Insulation Grade: 1 II III Face / inset Comments/Location [ ] 4.' Wall: R15,FG1,4-16 (95 s.f.), Between conditioned space and attic R-0.0 continuous insulation, R-15.0 cavity insulation.' Name: to attic - Insulation Grade: 1 II III Face / inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.13 [ ] 1. Window: U:0.30, SHGC:0.30 (45 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-1 Orientation: South Comments/Location [ ] 2. Window: U:0.30, SHGC:0.30 (45 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-2 Orientation: South Comments/Location [ ] 3. Window: U:0.30, SHGC:0.30 (6 s.f., East), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-3 Orientation: East Comments/Location ( ] 4. Window: U:0.30, SHGC:0.30 (30 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-4 Orientation: North Comments/Location REM/Rate,-Residential Energy Analysis.and Rating Software.v1.6.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder;-Colorado. Page 2 of 8 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating ' 2985 Stanley Road 631-878-7808 2021-02-09 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_011 ' Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-70 Oasis at Mattituck, Corp. 2021_011 2985 Stanley Rd.P.CC.blg Date: 2/9/2021 Windows and Skylights [ ] 5. Window: U:0.28, SHGC 0.31 DR(40 s.f.', North); U-Value:'0.280;SHGC: 0.310 For windows without labeled U-factors, describe features: Name: D-5 Orientation: North Comments/Location [ ] 6. Window: U:0.28, SHGC 0.31 DR-(40 s.f., North), U-Value:'0.280, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: D-6 Orientation: North Comments/Location [ ] 7. Window: U:0.30, SHGC:0.30 (9-s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors;describe features: Name: W-7 Orientation: North Comments/Location [ ] 8. Window: U:0.30, SHGC:0.30 (30's.f., South), U-Value:'0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-8 Orientation: South Comments/Location [ ] 9. Window: U:0.30, SHGC:0.30 (30 s.f.; South),- U-Value: 0.300, SHGC: 0:300 For windows without labeled U-factors, describe features: Name: W-9 Orientation: South Comments/Location [ ] 10. Window: U:0.30, SHGC:0.30 (23 s.f.,'South),'U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors;describe features:' Name: W-10 Orientation: South Comments/Location REM/Ratd- Residential Energy Analysis'and Rating-Software v16 0.4 This information does'not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder,-Colorado. Page 3 of 8 Energy Code Inspecti®n Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected Rating 2985 Stanley Road 631-878-7808 2021-02-09 Mattituck, NY 11952 Jerry DAmaro• Rating No:2021_011 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-70 Oasis at Mattituck, Corp. 2021_011 2985 Stanley Rd.P.CC.blg Date: 2/9/2021 Windows and Skylights [ ] 11. Window: U:0.30, SHGC:0.30 (6 s.f., South), U-Value: 0.300,-SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-11 Orientation: South Comments/Location [ ] 12. Window: U:0.30, SHGC:0.30 (6 s.f., East),,U-Value: 0.300, SHGC: 0.3.00 For windows without labeled U-factors, describe features: Name: W-12 Orientation: East Comments/Location [ ] 13. Window: U:0.30, SHGC:0.30 (16 s.f., North), -U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-13 Orientation: North Comments/Location [ ] 14. Window: U:0.30, SHGC:0.30 (30 s.f., North), U-Value:,0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-14 Orientation: North Comments/Location [ ] 15. Window: U:0.30, SHGC:0.30 (16 s.f.,,North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-15 Orientation: North Comments/Location [ ] 16. Window: U:0.30, SHGC:0.30 (7 s.f., East), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-16 Orientation: East Comments/Location REWRate,- Residential Energy Analysis and Rating Software,v16.0.4 This,information does not constitute any warranty of energy costs or savings. O 1.985-2020 NORESCO, Boulder, Colorado. Page 4 of 8 r Energy Code Inspection "Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineering'' Projected Rating 2985 Stanley Road 631-878-7808 2021-02-U9 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_011 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-70 Oasis at Mattituck, Corp. 2021_011 2985 Stanley Rd.P.CC.blg Date: 2/9/2021 Windows and Skylights [ ] 17. Window: U:0.30, SHGC:0.30 (7 s.f.,�North), U-Value: 0.300, SHGC: 0.300' For windows without labeled U-factors, describe features: Name: W-17' Orientation: North Comments/Location [ ] 18. Window: U:0.30, SHGC:0.30 (7 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-18 Orientation: North Comments/Location Doors [ ] 1. Door: PCH Front Door(34 s.f.), R-Value 4.3 Comments/Location f.: [ ] 2. Door: PCH Garage(18 s.f.), R-Value 6.7 Comments/Location [ ] 3. Door•:;-PCH BSMT(22 s.f.)', R-Value 4:5 Comments/Location [ ] 4. Door: Fiberglass U-0.17 JD (18 s.f.), R-Value 5.9 Comments/Location [ ] 5. Door:Attic-Access,(12 s.f.), R-Value 5.0 Comments/Location REM/Rate= Resid"ential Energy Analysis and Rating Software,v96-.b.4 This information does not constitute any Warranty of energy costs or savings. O 1985-2020 NORESCO; Boulder, Colorado. Page 5 of 8 Energy Code Inspection Checklist Property Organization HERS Oasis at Mattituck, Corp. DAmaro.Engineering Projected Rating 2985 Stanley Road 631-878-7808 2021-02-09 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_011 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-70 Oasis at Mattituck, Corp. 2021_011 2985 Stanley Rd.P.CC.blg Date:2/9/2021 Frame Floors ( ] 1. Floor: R30,FG1,X-16 (18 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-30.0 cavity insulation, Name: 2nd FL over gar Insulation Grade: 1 II III Face / Inset . Comments/Location Slab Floors [ ] 1. Slab: R-0 Paramount (1406 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: main Insulation Grade: I II III Face / Inset Comments/Location Foundation Walls [ ] I. Wall: R-11 Paramount(1149 s.f.), Between conditioned space and ambient/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Wall: R-11 Paramount (225 s.f.), Between conditioned space and garage/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: to garage Insulation Grade: 1 II III Face / Inset Comments/Location Rim and Band Joists ( ] 1. Joist: FF to outside (142 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: FF to outside Insulation Grade: 1 II III Face /Inset Comments/Location [ ] 2. Joist: FF to garage (17 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: FF to garage Insulation Grade: 1 II III Face / Inset Comments/Location REM/Rate;-,Residential Energy Analysis and Rating Software v16.0.4 This information does,not constitute any warranty of energy costs or,savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 6 of 8 energy code-,--- inspoction thecklist = Property Organization HERS Oasis at Mattituck, Corp. DAmaro Engineeering ! Projected'Rating" 2985 Stanley Road 631-878-7808-'-'.- 2021-02-09 Mattituck, NY 11952 Jerry-DAmaro' Rating No:2021_011 ' - RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-70 Oasis at Mattituck, Corp. 2021_011 2985 Stanley Rd.P.CC.blg Date: 2/9/2021 Rim and Band Joists ` [ ] 3. Joist: 2F to outside (82 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to outside Insulation Grade: 1 II III Face/ Inset Comments/Location [ ] 4. Joist: 2F to attic (8 s.f.), Between conditioned space and'Atic-` R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to attic Insulation,Grade: I, _ Il III. Face./ Inset Comments/Location " Mechanical Equipment [ ] I. Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Make and Model Number , [ ] 2. Water Heating: Conventional; Propane,0.70 EF;50.0 Gal: Make and Model Number [ ] 3. Cooling:.Air conditioner, Electric,,15.1 SEER.. Make and Model Number Mechanical Ventilation System [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Balanced, 85.0%Sensible Efficiency, 48.0%Total Efficiency, 110.efm, 24.0 hrs/day,-85:O.watts, ECM Fan Motor. System description(make) Air Leakage Control [ ] Blower Door Test at Final [ ] House is air-sealed so.as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 2129) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. REM/Rate-Residential Energy Analysis arid�Rating`Software v16.'0:4 This information does not'constifdte any warranty-bf energy cosii orrsavingss ©1985=2020 NORESCO,Boulder, Colorado. Page 7 of 8 Energy Code Inspecti®n Checklist Property Organization . HERS Oasis at Mattituck, Corp. DAmaro Engineering Projected.Rating 2985 Stanley Road 631-878-7808 . 2621-02-09 . Mattituck, NY 11952 Jerry DAmaro Rating No:2021_011 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-70 Oasis at Mattituck, Corp. 2021_011 2985 Stanley Rd.P.CC.blg Date: 2/9/2021 Infiltration Requirements for IECC 2012 IECC Infiltration limit for the design home is 3 ACH50.' 2015-2018 IECC Infiltration limit for the design home is 3 ACH50. Duct Leakage (if not exempt from testing). [ ] Duct System 1 Leakage to Outside and Total Duct Leakage [ ] Duct System 1 Leakage to Outside is specified in REM/Rate at 10.000 CFM @ 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 40.000 CFM C 25 Pascals Duct Leakage Code Requirements for IECC 20091ECC: Postconstruction Leakage Test: Duct Leakage to Outdoors—8 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<= 6 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. 2012 IECC and Prescriptive Path for 2015-2018 IECC: Postconstruction Leakage Test: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage<= 3 CFM25 / 100 sq ft CFA. 2015-2018 IECC Performance Path (Cost Compliance): Requires ducts be tested and reported, but has no compliance.thresholds. - Notes REM/Rate-Residential Energy Analysis and.,Rating Software v1,6.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 8 of 8 w lot 16 - V/ F plac ar x - /` MENTS 1 1 • • �r�ll�� e IMTEM1 FOUNDATION(1ST) OrA 'FOUNDATION (2ND) 1►1'J`�Sri► '��` v �. ay ROUGH FRAMING& PLUMBING �trk VIM MAR# YA1 JDA-',Tl r-AbU20-0 INSULATION PER N.Y� roil STATE ENERGY CODE -9 /� •' I1� r. , Vii•■ V i { , ��.• "1, I rdN ` EAW ``-+ om Mae IWA EF�IAS W 11 • e tl 91 11 i t TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://-vvww.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: .Applications anti forms must.be`filled'out in their entirety:`Incomplete; '.appl catl6hi,will not be.accepted Where the Applicant Is riatsthe owner;;an tlwner`sA,'0 "noir=fainri`{Page. ):sl all be c+�n€iplet d.: Date:February 18, 2021 ©vuNE of PROPERTYt , Name:Zenith Property Group LLC _ SCTM#1000-106.00-08.00-070.000 Project Address:2985 Stanley Rd., Mattituek NY 11952 Phone#:917-626-2996 _. .__,__..._.._._... Email:monumentalproperty@,y000.com _ Mailing Address:3080 Route 112 Suite B Medford NY 11763 '' 611VTACT.PERSON.- Name:Christopher F._Dw_yer Mailing Address:437 South Country Road Brookhaven,_NY 11719 Phone#:631-286-8668 Email:cdwyer&Krn com pt:SIdN:PROFESSION, tNFPRMATION: Name:,Robert A. Steele P.E., Executive Vice President L.K. McLean Associates P.C. Mailing Address:437 South Country Road, Brookhaven NY 11719 _ ._. ..... ._.__ . _ 1..._._..._._ ._.._ .. . _.._......__w._.__ _. ._M.__ __.... Phone#:631-286-8668 Email:rsteele@Ikma.com..x_... .._..x_..„ coin "W INFOt tul Name:Oasis at Mattituck Corp Mailing Address: 3080 Route 112 Suite C Medford NY 11763 Phone# 631-767-4807 __...... Email:,p .. @eter .._._moderna 9ehomebuildin:gcom M _ ._.._._ DESCRIPTION OF PROPOSED CC}tVSTRUCTION ii New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? Byes 0 N Will excess fill be removed from premises? ®Yes ❑No 1 ✓ '$'"`�° ` PROM RT t'ENFORMATI�N ''i.".. ... ; .�.p✓ ,Aid•: Existing use of property:Vacant Intended use of property:Single Family Residence ___. r__.._ __...__ ...__... _.._......_..._.__.,. .._____.___._....__.,..._.. Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC this property? @@Yes ❑No IF YES, PROVIDE A COPY. C eik Box,,After.Readirig: Tltie oinrner/c+n ragorJdesign professional is respon§ibte for all drainage and storm waterissues as provided by.` :_ 'Xhapter 236 bfttie Town gods;YAPPUCt1TloN iS•tiEREBY MADE tc the building"i#eparttrient fob"issuance of.a Buildingg Pe�Mit paisW to the Bulldin$one Ordiaaence of tFie Toxr of 5vuthotci;5uffol[y Caugty,New Yogic and other aplible Laws,ordinances ai iiegutat�ans,far the constructton;a builcltngs, addRians;alterations odor rerrioval oritemolkion as,heveiri described.The appl'ecant agrees to compiywlth ali upplicale taws;rndiaanees;.bciiiding_cbde, housing-c6de and regidatioas"and,ta_admlt auth'irIiO inspectors on,premises and in building(04 r nece§gary,lnspec lo=False statements'iiiade,he*ln ate: :punishab�e;as a'd�ass A anistl[en►eai�or pursuant to.Sectlan 2�.0A5 of theRlew York Stai+e Penat tawa. . Application Submitted By(print name):Christopher F. Dwyer @@Authorized Agent ❑Owner Signature of Applicant: Date: February 18, 2021 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) .Christopher F. Dwyer being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of February 2021 Notary Pub Ic �orAF?Y PRISTINE W1EG PROPERTY OWNER AUTHORIZATIOINo.0jWi2�0' tate fjV AN wyark (Where the applicant is not the owner) ommisslon E, 59's uffOk ew August 17 I� John Popovitch residing at 3080 Route 112 Suite B Medford NY 11763 do hereby authorize Christopher F. Dwyer (LKMA)to apply on my behalf to t T wn o outho uilding Department for approval as described herein. o2 L lal Ow f 's Signa re ate John Popovitch, Zenith Property Group LLC Print Owner's Name 2 f��uFFQq�r� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD { z? Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX(631) 765-9502 Temporary Certificate #- I 0 1 Ot Date4 2021 1 Customer Name51S A-r .�.U G Electrician Name GG10 9:& G'* . Address 2 5 GK Phone 3 87 20114 e-mail 1(0e-mail 0T0-r G corio• G�� Phone License # (� j Size TO OA Phase Overhead Underground Y #of Meters r � Remarks- i #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect ' Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation i is complete,the town will conduct a premises inspection of the service equipment. r This verification is valid for 90 da om ate above. i Authorized by i 'f �f BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o� y'` 2 8 2021 Town Hall Annex.- 54375 Main Road - PO Box 1179 W . • �,�a Southold, New York 11971-0959 y,t� :T"elephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cDsoutholdtownny.gov seand(a)southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Puccio Electric Contracting, Inc. Name: I License No.: 4806-ME email: CQ CorP ZuO Phone No: ❑1 request an email cbpy of Certificate of Compliance Address.: vwi1) JOB SITE INFORMATION (All Information Required) y Name: bac (.C� /s . Address: ;M5_ st" a L-af& Cross Street: S Phone No.: J ZIRg- 14513 - Bldg.Permit#: 45 q IS email: Tax Map District: 1000 Section: (p Block: Q Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) New Dwelling with 200amp U.G.service and pool New Dwelling with 200amp U.G. service and pool New Dwelling with 200amp U.G. service and pool Check All That Apply: Is job ready for inspection?: ❑✓ YES ❑NO ❑Rough In ❑Final Do you need a Temp Certificate?: OYES ❑NO Issued On Temp Information: (All information required) Service Size ❑✓ 1 Ph ❑3 Ph Size: 200 A # Meters 1 Old Meter# ❑✓ New Service ❑ Service Reconnect ❑✓ Underground [:]Overhead # Underground Laterals Z1 ❑2 ❑H Frame❑Pole Work done on Service? ❑✓ Y ❑N Additional Information: Need Temp ASAP Need Temp ASAP Need Temp ASAP PAYMENT DUE WITH APPLICATION �Q G cry'' Electrical Inspection Form 2020.xlsx V A�'. BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD.' 2 a 2�2 Town Hall Annex -.54375 Main:Road PO Box 1179 : Southold, New York 1.1971=0959 o �Y�e O� �jC� =� 3 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a-southoldtownny.gov seand(a)southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Puccio Electric Contracting,.Inc. Name: License No.: 4806-ME email: L'60,L Phone No: ❑1 request an email cbpy of Certificate of Compliance Address.: Peii) bi- JOB SITE INFORMATION �.(All Information Required) Name: b iuCL Address: S�+t Cross Street: Vf Phone No.: U31- Bldg.Permit#: 5 15 email: Tax Map District: . 1000 -Section: (p Block. Q Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) New Dwelling with 200amp U.G.-service and pool New Dwelling with 200amp U.G. service and pool New Dwelling with 200amp U.G. service and pool , Check All That Apply: - Is job ready for inspection?: EYES ENO ❑Rough In ❑Final Do you need a Temp Certificate?: EYES [:]NO Issued On Temp Information: (All information required) Service Size El Ph ❑3 Ph Size: 200 . ' A # Meters 1 Old Meter# ❑✓ New Service 0 Service Reconnect ❑✓ Underground ❑Overhead # Underground Laterals 01 ❑2 ❑H Frame❑Pole Work done on Service?', EY ❑N Additional Information: Need Temp ASAP Need Temp ASAP Need Temp ASAP PAYMENT DUE WITH APPLICATION ,b0 Electrical Inspection Form 2020.xlsx , ry PERMIT# Address: r ' Switches Outlets G•FI's II Surface Sconces �S H H's `' f UC Lts Fans . ... _ Fridge HW- Exhaust Oven W/D j Smokes ( l ` 1 O • .... _ _.. ... .. _.. W:'I... . • , . . _ . . Mini.. . .:-Carbon .. _ .- .... Micro', '. _.. .. .Generator.;... . = ..Combo , :. .... ...._::.. ..... Cooktop Transfer' . r. AC 1 AH ( Hood I Service` Amps :,Have Use .Special-.- 6 tµ Coments: <FIR _ LEGEND. SITE PLAN DATA .. t . : ,.�, ,.. ;::,:.. _ �, `' •' Cad �;;: rc „ POSED BUILDING PROL.. ZENITH PROPERTY GROUP LLC PROPOSED ASPHALT DRIVEWAY 2885 STANLEY RD., MATTITUCK NY 11952 F, 1000-106.00-08.00-070.000 ; w. F . M. g t A V -�C" ----- PROPERTY LINE SITE AREA: 37,240 SF /0.855 ACRES ;UB�I��o,�F�c ,,,,, /✓ r+ �.: �. �;n;.. RUQ PROPOSED CONTOUR LIMITS OF GRADING: 29�950 SF 0.688 ACRES - "` •• _,. ... _- --1 1.0 EXISTING CONTOUR NO WELLS LOCATED WITHIN 100 wxco PROPOSED SEPTIC TANK t -_`• � , Mattiti k Hilly PROPOSED SANITARY LEACHING POOL 45 171 PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL 6c, �/ p- ` Ua'<1�VFL��N T "!l.. 3 op�� �vST fir"� •. , ,. � � I s-- PROPOSED SANITARY PIPE -- PROPOSED ADS ROOF DRAINAGE PIPE ... ,.. ,,,.emit:• \ t�+'/� PROPOSED 8'0 DRAINAGE STRUCTURE (SOLID COVER) ,, ', 22 •"- / ``. ` > '': 4,�:::. •r•,�-�p.N� : < :111111. ,Y�x�.t :'`x'..i�: r F, ,`�.....� E-- PROPOSED U.G. ELECTRIC SERVICE 58,_.._. LIMIT 6F GRADING /V I� 8 R , W'-- PROPOSED WATER SERVICE TU PROJECT -13 PROPOSED SILT FENCE C t r LOCATION � -- -- EX. UNDERGROUND WATER , N V ' U,r� E`GF / PROP. SILT FENCE f r ( � \ AS DETAILED (TYP.) ; . . F _ s LOCATION MAP �sA\ \ I Fq so�oo \� 58 SCALE: 1"= 1 ,000' 6 SEDIMENT ON SITE 8" THICK REINFORCED CONCRETE COVER CONCRETE SLAB sBELOW GRADE ir FENCING EX SURFACE AS PER SITE PLAN ME w'Svi1�y, i..I�y. . .,..1<4,^• 1s�z•'•a'•f•., 3.;a' N d' i +;;y"ti k'"rti.;i,w;.e'Yti:•'�f:. a�'4�a.�',,.�'Jx,„+++.( •;ae•:LN:�t'? ,Z �� \ - Ay'.�: d;.• •` 'rYx• ..`lam Jl• y4".t:�!'�• d'_ _ ,\ / _ _ _ -_._ Q vrs r> .,;+[•.s y ta,�.e•'-`yty,>.•:..�.,`r`R4.?:F'•'Y'yL �tt:c?:.. � o�, t RETE i ��. s�tq.�>r ,,�•ra�-x'.,•�-,,,r•�`'r„.!;?r?�'X' , a i CHIMNEY CONCRETE `:S• 1•^ .r .♦ ^� `'- _ O yY-,'r•t•. 4..'ww r'i�i�. r \ C. 's'.:'��YC••. POOL i ..s;.• .;r.. :7.,,a o�;,. .;... xc? .,. \ \ - � L() 4 ` r�'� r. if:2:~y iv+,�:.1:� C�1 � \\\ B.W.J / - y�t�•.%:=t'••,tc i• •Sk�a`�¢-0. ,i•',!r, t `,R¢ u�::" ''i'C. S 3 \ .- l;^°` {,.s.rt l.,,.yi B Sf. ;a+s'.-•4l•:': 4J.,.°.c ••®13E3 Co In ®® s ` x _ .. : `d 'ri`r am w t' a.-e.�•xrx. r:v :^'i°. � 13 C9 C9 ED MA M 1 �' •' 8" ADS DRAINAGE PIPE +StO, � coNsmuCTaN ENTRANCE-FGANaATaN � ®®®® OF COMPACTED 3/4•STONE 13 END OR N.Y. U a \ I ..�.. \. \a...':, .'•. \,, AO 0 _ _ - _ STATE D.O.T.APPROVED R.CA FILL TO 18• • " 6" ADS DRAINAGE PIPE FOR -Y MI". AWIE oasnNG GRAM FOR v TRENCH DRAIN ONLY. „ NAGE . Q .T G I-rROPosm�l PLAN VIEW a ILLI ®® ® CONCRETE DW3 PROPOSED \ I I�� \ .: \. \e / ._rc.... ` �'JP�Q� I a ®®® e = TRENCH DRAIN L_ TAILED `...,\/ W/ 6" ADS \: �,% C.4 �..._. ®® �IIII- \ r DRAINAGE PIPE \' S G . " +- \ TO DRYWELL \,�. „ �S•8G'E• _ �P��O�J �IIIIIIIII a 0 0 N Y STATE C.O.T. -- tSti '. .. \. $" 3/4 STOWnO�,wmDR.C.A. CLEAN SAND & .'�, . �. v E �• :. ' ST _ - - -5 s� Sar FENCING N.Y. TI'�fT'j ^ \ \ \\ 2 FILL TO16 (Mln.)ABOVE Df6ffJG GRADE FOR QFtA9iAGE. � �� \ � \� � r }� ,.,\ � I GRAVEL FILL. • � µ� - .._.. _. GROUND o WATER \ o.,,,•.... / S ° CROSS SECTION � � � :��s�,"s ; /O�. • _.. IQ DEPTH EXISTING r -0" Mir. 8'-0" Diameter CLEAN SAND & G,I, BF :,• �qS ti�,o�,o ti GRADE r-o" Mi CJ \ E . \: �/ 0.0' 55.8' GRAVEL FILL. �I ti F O \ "!� taw.�� - DARK BROWN LOAM CONSTRUCTIONTEMPORARY NTS .' PROPOSED �.....,. _.. �� �� tiF m.' - 1.0' • 54.8' ENTRANCE L r \.. ....-.... 60 I O r BROWN CLAY �.. .. \l.. SILT FENCE i \ _ .,.. Dw2, 2.0 538' TYPICAL SECTION ® LEACHING POOL DW) / F AT ENTRANCE o�, _ _ NTS ALE BROWN FINE SAND , _0•MAX 2" HEAVY DUTY BAR GRATE, HOT 2 F �� ` 5.0' 50.8' P a DIPPED GALVANIZED, 1.5" O.C. 1'-4~` _ ) \ �� / BROWN CLAYEY SAND ® I _ F =� �� 3/4" DIA. . ' `• -• �. ANGLE FRAME " DEEP FOR / \� TF qTJ 56 `F>tt rl ^j 'i �i - " CONNIECTING ~� 11.0' 44.80' r '` y PIN 6j" _ 9" PROPOSED CONSTRUCTION �L9> re l LP J PERSPECTIVE VIEW `` J. cn �/ ENTRANCE \ F PALE BROWN SAND _ END VIEW �0 � 1 ` VARIES j 36" MINIMUM 2 x 2 sOJ� r FENCE POST PLAN WOVEN WIRE FENCE fd F 1s (6 x 6 - 10 / 10 WWF) " r -13" 2" NOTES sN STRENGTH 6 171 38,8' FILTER CLOTH 1 PER ASTM C3. CONCRETE SIG4 00 PSI AT 8 2 DAYS SLOPe 9" 44.1 2. REBAR ASTM A-615 GRADE 60 \ TEST HOLE BY MCDONALD GEOSCIENCE 1 y _ 3. WELDED WIRE FABRIC ASTM A-185 DECEMBER 23, 2020 EMBED FILTER CLOTH 4. TRENCH DESIGNED FOR AASHTO H-20 LOADING U \ e' \ (NO WATER ENCOUNTERED) MIN. 6" INTO GROUND a•�.•:'• ,"�" ••," HIGHEST EXPECTED GROUNDWATER ® EL. 0.50' Z7 \� I TEST HOLE f 2 NOTE: 4" SOLID BLOCK MAXIMUM DRAINAGE AREA OMIT END WALL FOR INSIDE SECTION > \ -55- r SEE TEST HOLE LOCATION MAP 1/2 ACRE / 100 LINEAR FEET SECTION A-A F\ SECTION DETAIL TYPICAL TRENCH DRAIN } F\ SILT FENCE DETAILS DETAIL c SITE PLAN N.T.S. SCALE: 1"= 20' DATE BY DESCRIPTION APPROV. BY STORMWATER DRAINAGE NOTES: 0 20 ao CALCULATIONS: 1. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED Feet REVISIONS W AS A MINIMUM. ROOF LEADER 10' REQUIRED DRAINAGE CALCULATIONS: 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES TRANSITION O Orb O TOWN 0 1- S 0 U T H 0 L D U (2" RAIN EVENT) SHOWN, THE CONTRACTOR SHALL COMPLY WITH ALL ADDITIONAL MEASURES DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURIN.,THE CAST IRON CLEANOUT "T" IMPERVIOUS (ASPHALT) = 2,100 SF COURSE OF THE CONSTRUCTION. BRANCH WITH BRASS OR SUFFOLK COUNTY, NY _.I_, C=(1,0150 X 1)= 1,050 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL. BE BRONZE THREADED PLUG C) 1,050 X 2"/,1�( AINFA )= 350 CF INSTALLED PRIOR To DISTURBING ANY SOIL OR MILLING OF ASPI-VLT Ikill E S PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS 4" CAST IRON PIPE SAND BAG THE FIELDS AT M A TT I T U C K 00 L IMPERVIOUS (ROOF) = 2,000 SF WITHIN THIS CONTRACT OR AS DIRECTED BY THE ENGINEER. THE C=(2,0100 X 1)= 2,000 CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS AND REMOVE 1% MIN. PITCH GRADE 11 11 ` COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED BY THE o O IMPERMEABLE (� 2.000 X 2"J12» (RAINFAL )= 333.33 CF ENGINEER. COLLECTED MATERIAL SHALL BE DISPOSED OF PROPERLY TO AN A A SHEETING 1 OFF-SITE LOCATION AS DIRECTED BY THE ENGINEER. I-III L O T I S T 0 R M W A T E R V) CFD DRAINAGE CALCULATIONS: - �_ PROPOSED 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL ALT DRIVEWAY (DW1) SEDIMENT CONTROL MEASURES DEPICTED ARE IN PLACE, AND AP?ROVED _ BY THE ENGINEER. - SECTION ��-� " o MANAGEMENT SITE PLAN t- LL 350 CF REQUIRED A=A IYWEL L= 350 CF 42.25 CF/VF- 8.28 VF 5. STABIUZED CONSTRUCTION ENTRANCE SHALL REMAIN FOR THE DURATION 1:1 OR FLATTER /� �""�► P.C.PRO CIE: (1)80 LEACHING STRUCTURES ®10' DEPTH OF THE SITE WORK UPON COMPLETION OF WORK IN SEQUENCE. I 5,-O"� 8ADS 0 = = 0 SIDE SLOPE * `tom L. K. cLEA ASSOCIATES, 1 O ROOF (Dw2 do DW3) I i- SLOPE ® 1% y-' Q. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 333.33 CF REQUIRED 4. OCT � 8'0 DFtYWELL= 333.33 CF 42.25 CF = 7.89 VF ROOF LEADER DOWNFALL DETAIL CONCRETE WASH 0 U T DETAIL THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS AS NOTED ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS �' Designed B Sheet No. ,• O PROVIDE: (2)80 LEACHING STRUCTURES 04' DEPTI i AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS /< 9 y MF/CFD Scale: O N.T.S. N.T.S. UNDER THE DIRECTION OF A LICENSED PROFESSIONAL 97 ( 1 ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE 't j DEP'SRCRIFBITMHELFULLG XTERNMOFTSIGN. SEAL. DATE THEALTERATIONONpNTHE /r'QFrcc1 ! Drawn By: MF Date: FEBRUARY 2021 `�/ IN THE L. _ 1r Y L1 DRAWING AND/OR SECTION (NYS E0. LAW Approved B RAS File No. Q-- PP y� 20099.000 SURVEY OF PROPERTY ON THE SUBDIVISION MAP OF LEGEND THE FIELDS AT MATTITUCK Q :""""""'• ELECTRIC MANHOLE LOT 16 D ............•• CABLE TV BOX z FILED MARCH 31,2006 AS MAP NO. 11370 . . CAB NUMBERS 0 .............. BUFFER AREA SITUATE AT .. —T—.......•��,� M UNDERGROUND TELEPHONE: - ATTITUCK 0 •••••••.•.•....TEL£PHDNE MANHOLE ..............WATER VALVE TOWN OF SOUTHOLD ® ..............WATER METER SUFFOLK COUNTY,NEW YORK -: —E—..............UNDERGROUND ELECTRIC AREA, OF PARCEL = 37,240t SQ.FT. OR 0.855± ;ACRE —W—..............UNDERGROUND WATER ■ . ........••CONCRETE MONUMENT dp 15$'18�� 1 � V " ""/ ' dP ,00 VE6ET'pTION NcE NpTURp� _ _ DISTLRBp. TION BUFFER i i — — WOODED j 1 1 ' IS 17 1 i3. 0 SET DRIB SW -VACANT 1 1 ,. 1 1 S , 011t 1 1 � 1 1 1 1 �o 1 Of NE Y N 73°18'40' W - - 9 150,00' ® z (D AT E = 7 =�3CCRE E CUR__ _ e TT 4 Z�'—r�.6 .��4SPHA/T -4VFMFNT E =5 6 _�� _OSO.r1,Z8, O� . �— X57.2 X56.4 X556 - { (PRIVATE ROAD 50'1 wrnE) "54J FZ)(ANQS - N/F CERTIFIED TO: SIGNATURE FIVE LOAN TRUST 1.BROOKLYN TIMBER LLC . NOTES 2.FIRST INTERNATIONAL TITLE AGENCY 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. - 1 hereby certify that this map was made from an actual survey 2. BEARINGS AND DISTANCES AS SHOWN ON THE FIELDS AT MATTITUCK'FILED MARCH 31,2006 AT completed by me on 05/1312009 and updated 1212212020. THE SUFFOLK COUNTY CLERICS OFFICE AS MAP NO.11370. 3. ELEVATIONS REFERENCE NA VD 1988. 1 G Q1 UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND TAMARA L. STILLMAN,P.L.S. 4. SURVEYORS SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE EDUCATION LAW. NYSPLS No. 50528 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS EMBOSSED'OR INKED'SEALSHALL BECONSIDERED TOBEVALID TRUE COPIES. 02112121 T.L.S. Added property comer monuments set T.L.S. 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN DATE BY DESCRIPTION JAPPROV. BY ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE REVISIONS NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO Town o f Southold', THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND Suffolk County,"New York TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. Stanley Road 7. UNDERGROUND UTILITIES SHOWN ON THIS SURVEYAREFROM UTILITYMARKOUTLOCATED ON Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL Survey o f: Property UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE DISTRICT 1000 RESPECTIVE UTILITY COMPANIES. L. K. McLEAN ASSOCIATES, P.C. SECTION, 106.00 CONSULTING ENGINEERS & LAND SURVEYORS B. RIGHTS-O&WAYNOT SHOWN ARE NOT CERTIFIED. BLOCK 08.00 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK LOT 070.000 9. THE.SURVEYCLOSES MATHEMATICALLY. surveyed By. KG/JL Scale: 1"= 30' Sheet No. fl Drawn By, GLB Date: 12/09/2020 P1\20099.000 Fields.@ Mattituck Engr 8 Survey\Survey Dept\Dra wings\20099.000 lot 16.dwg 6/29/2011 4,17 PM Tamara Stillman Approved By. TLS Flee No. 20099.000 fl i j. LEGEND 'PR EXCAVATION I,NSRECTION REQUIRED PROPOSED AST4LAT DRIVEWAY: FOR SANITARY SYSTEM SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PROPER,Y ANE .. -am- PROS CONTOURBY HEALTH DEPARTMENT PERMIT FOR-APPROVAL OF CONSTRUCTION FOR A D051M CONTOUR �.� 8qi •17 - RESIDENCE ONLY RC PROPOSED SEPTANK 1250galions SINGLE FAMILY r, PROPOSED SANITARY LEACNMO POOL 8'x 12'ED °� / GD' (R� PROPOSED FUTURE EVANSION SANITARY LFACHMO POOL \ . PRDPosm SANITARY PIPE PROPOSED 5'ADS ROOF DRANAGE PIPE Z2 �/ \ ;58' DATE 1/24/2. 1_1 EF. NO. R721-0050 PROPOSED B'.DRAINAGE SMUCFU iE(SOLID CMM) ^ \ Nora dlS 3e \ APPROVED PROPOSED*A SMICE ~—PROPOSED ND WATER \ \ \r' \ \ rRFeN oNyTL�C FOR MAXIMUM OF 4 BEDROOMS EX TELEPHONE EXPIRES THREE YEARS FROM DATE OF APPROVAL C \ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES �0 yA -59- � s �1C0 / P ` ` O t �0 58 - ,'SS - fia'7;uCA HOS, _ DEPTH E)=NG ��• - ' Y"f_ v/ a�es;'.{tF ���\ �+�.\•` s`r •'�. Y••` 7f DFWCN SFU. ���cp�a GRADE.,' BROWN LOAMMRK PROP 1.O• 54.8 PROP. � BROWN CLAY C. 8S � }pod; �30*1 1.0RCE \ PAF BROWN FINE SAND aya 04 �(p BROWN CLAYEY SAND APROJECT .l, � �o. oy LOCATION ostl�O ; 11.0 44.80' r •� •�. B �:�- IX.WATER rp YL / Z / METER 0'MGy SAgN !~' / PALE BROWN SAND Hyl• / � \`• ( \ �� / E'er � B,µTN• Ji�Y Mlk o Y J� 17 38.8' LOCATION MAP ro / �l`'Pt ( � 10'ATIN, /PROP.U.C. TEST HOLE BY MCOON LD GEOSCIENCE ,l - / - ���,P •- S• MYAL ELECTRIC DECEMBER 23.2020 . SERVICE SCALE: 1�= 1,000' So O j, Nrcr+Essr EXPECTED GROUNDWATER a EL Oso r' TEST HOLE 92 . D - SEE TEST HOLE L=TION'MAP -5. I`� am 2 STORY RESIDENCE 4 BEDROOM SITE PLAN R-4 (RESIDENTIAL) ✓+ SCALE; 1•m 40' 2AT& DATE BY DESCRIPRON APPROV. ERY S=w 100°-108-98-010 REVISIONS SITE O.B55"°RES TOWN OF SOUTHOLD 1. ERE ARE No KNOWN WELLS(DEEP OR SHALLOW)WITHIN 150'OF PROPOSED SANITARY SUFFOLK COUNTY NY 2 THERE ARE NO KNOWN STORM DRAMS W THD1 20'OF PROPOSED CESSPOOLS: THE FIELDS AT MATTITUCK a THERE IS A WATER WIN AVAILABLE ON STANLEY ROAD.. 4. POSED SANITARY SYSTEM IS DESIGNED FOR A:TOTAL OF 4 BEDROOMS : LOT 16 PROPOSED SANITARY EY NOTES: UC�' PLAN 1, MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. VA •Sr - - 2 BEARINGS SHOWN ARE N NEW YORK STATE PLAN COORDINATE SYSTEM.LONG ISLAND ZONE 3. ELEVATIONS SHOWN HERE ON REFERENCE NAW 1988. ` 4. r A L. K. MCLEAN ASSOCIATES, P.C. .. .. .4. TOPOGRAPHICAL SURVEY OBTAINED.FROM 2014 USGS CLIOP LIOAR:POST SANITY,FROM THE f; 'irr..�N ti� C0161R.TDID � Am�D,MXW m.NMMVM Nor Torry 11711 NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION - r 5. PROPERRY SURVEY PERFORMED BY L.K.McLEN ASSOCIATES,P.C.ON 5-13-2009 k UPDATED STwt Alo. ON 11-25-20 :.��+ °ate n Br MF/CFD swsz- AS NOTED aao.ns.m...w.cvc'�wo An •u t + :hc SSIn`3�� o o.,W. MF OoLQ DEC. 2020 S/i DAC .w innoe 11211 F.F.ELEV.-80.50' I STOPPER OR END PWC . 10'x 15'OUAIIfE • GRADE ENCLOSURE WITH COVER FINISHED LOCKING CASTING TO GRADE ELEV.- IN LANDSWE AREA GRADE (EL 57.20) CONCRETE COVER MIN. 2 -Em-No— y.7I ' _- GRADE �L 4' . CONCRETE 2D' C SDR 35WIN.PIPEIk SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AfW, 1/4'PERIL SDRBMW.4'pq INVERT(IN) 8- ____ MINN. PIPE PITCHED ELEV.52.95' --- PER }• INVERT(IN) J 1 B' BAFFLE 1 ' ELEV.51.95' WALL '-0' CAST IRON PIPE B' INVERT(DUT) 4-- ELEVSHALL EXT .51.45' II THROUGH FFOOUNDATWN 5.0' I T INVERT(IN) �• -10"�•H WALL A MIN.OF 2'. (EFF•O9") 6-SDR 35 ELEV.50.45' SECTION PVC DROP TEE sBLTaffi STEEL 00.7 PLAN 11V M uveR L3/8•D-M OASRT 4-MIN. 1. MRO Lr:COIBOR96 10 ASTM A48 GAS.700 OR 359 SPOMICK111DW 2. LOAD RaM FOR AASHIM&HS WAY 8'0 1.250 GALLON SEPTIC TANK W/DOME zo-44 H1a 3. FRAME APD COAT AS MANUFAC111RED OY IDNO MAND P R NST OR APPRa4D MIAL 12- 24"0 WATER TIGHT HEAVY DUTY FRAME & COVER NOTES w*s 1.CONCRETE MINIMUM STRENGTH: 4,000 P.S.I. 0 28 DAYS. 2.ALL FRAMES k COVERS SHALL BE, WATERTIGHT, INSECT-PROOF AND LOCKABLE. RRONG a Do t1tIY ,P.R�DarmR mIX 3.CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT I 3.6 3.0' I M.ac mmi EXCEED TWO FEET IN HEIGHT. (TVP.) f (C M.AR. .. -(MIN.) f 4.UTIUTY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON I -CO - - -. EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. R IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. _ 8'MIN'0RGIN' TRATX. ' BOTTOM Of POOL _ - PITO•A:-VIRCUI•SiRAt/i • Q 5.BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL 'µ'ms I SVD •m�' ^`Ar[ COMPACTOR AT 6' LIFTS. 'RAA 7v Dxw 6.CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ANY J. —— — -I •TUT»4V RN eAw DISTURBED AREAS. 7.ALL UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH BACKFILLL CLEAN nw CLEFILL MIN. OF 3' AROUND AND BELOW THE SANITARY SANDD AND GRAVEL W 0 STRUCTURE EXPEIN.AB HIGHEST CTID G OUNDWATER TYPICAL CLEANOUT DETAIL •^_ ws AL LEACHING Poo HIGHEST EXPECTED WATER ELFV.-0.50' . LOT 16 SANITARY PROFILE N.T.S. DATE BY DESCRIPTION APPROV. BY REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY NY THE FIELDS AT MATTITUCK LOT 16 SANITARY DETAILS i) `G�ER1`A,Sdp +� L- K McLEAN ASSOCIATES, P.C. i � I Rxxsvutwo D4GOfEaS AN mum ftORRlff m.n000l►YDl KR1 i0R 1rn9 C: Imimai uv%am=o mat ne-a ' m=o..o P �; Dnu^wd Br: MF/CFD scrod AS NOTED t ,o D O�1 Br MF DtAa DEC. 2020 S A 2 rs,o.n a A.—d Br. RAS F0a Na 20099.000 SURVEY OF PROPERTY LEGEND /r ON THE Q '-""""-••• ELECTRIC MANHOLE J I SUBDIVISION MAP OF Q ............•• CABLE TV BOX THE FIELDS AT MATTITUCK LOT NUMBERS LOT 16 ..•.......••• BUFFER AREA UND FILED MARCH 31 2006 AS MAP NO. 11370 D ............. TELEPHONE TELEPHONE � O ••••••-------TELEPHONE MANHOLE SITUATE AT •••••••••••---WATER VALVE MATTITUCK ® .........."'WATER METER —E—....•.••••••••UNDERGROUND ELECTRIC TOWN OF SOUTHOLD —V..............UNDERGROUND WATER SUFFOLK COUNTY,NEW YORK ■ •.............CONCRETE MONUMENT AREA OF PARCEL = 37,240± SQ.FT. OR 0.855± ACRE • v '•� NIF LOW jj � I��t�9'i.�•-�±��'•,+ .�` j i � 'c \ SI6NA TO-PUBLIC do APR 2 8 2021 . too` --� 88 11 ' i9 N DISTURBANc N BUFFER NON RETENTIp dS\ y M ' IS 1 ' p 1 zW� oo� W3 17 1 z�qJ a 1 � y T DRIB � - SUNS/ Q, V. 1 z W ^ 4.6' 4.6' 1 8 Fi M 4 W>3 in 520' N3'4' 56,5- 14.0' FUUNDATIUN o , ti N 3.7' 226, 7.4' - ;o l0.0' "a v 1 1 •13.0'M of 1 -moo s 1 1 1 � � � o 7 � � 0F Nfjy .I DRIVE— I �,` N 73"18'40' W 150,00' O D4 ATVe in CONCRETE CURB T= T = .32 T= ASPHALT PAVEMENT —Ta--'—�-: —� --c—c—e—c- -r—t—c —t_ -T I T X572 " X56,4 f X556 j T X54.7 STANLEY RA `/' 050528 D t(PRI VA TE ROAD 50' WIDE) 1 Fys��to SID 5�R%'' NOTES I. MEASUREMENTS ARE IN ACCORDANCE WITHU.S.STANDARDS. 1 hereby certify that this map was made from an actual survey 2. BEARINGS AND DISTANCES AS SHOWN ON"THE FIELDS AT MATTITUCK,FILED MARCH 31,2006 AT completed by me on 04/26/21. THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO.11370., 3. ELEVATIONS REFERENCE NAVD 1988. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND TAMARA L. STILLMAN,P.L.S. 4. SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE EDUCATION LAW. NYSPLS No. 50528 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S"EMBOSSED"OR"INKED"SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN DATE BY DESCRIPTION JAPPROV. BY ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE REVISIONS NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO Town of Southold THE TITLE COMPANY,GOVERNMENTAL AGENCYANDLENDING INSTITUTIONUSTEDHEREONAND Suffolk County, New York TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. Stanley Road 7• UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOCATED ON Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP THE GROUND AND/OR RECORD PLANS.BEFORE MY EXCAVATION IS TO BEGIN,ALL FOUNDATION AS—BUILT UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE DISTRICT 1000 RESPECTIVE UTILITY COMPANIES. 106.00 L. K. McLEAN ASSOCIATES, P.C. SECTION BLOCK 106.0 B. RIGHTS-OF-WAY NOT SHOWNARENOTCERTIFIED. CONSULTING ENGINEERS & LAND SURVEYORS 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK LOT 070.000 9. THE SURVEY CLOSES MATHEMATICALLY. s,r+eyad By. KG/JL scale: 1"=30' Sheet No. I Brown By. OM Data: 04/27/2021 P+\20099.000 Fields 8 Mattltuck Engr & Survey\Survey Dept\DrawIngs\LOT 16\20099.000 lot 16 -As-Built Found..dwg 6/29/2011 4,17 PM Tamara Stillman Approved By, TLS FU No. 20099.000 1 SURVEY OF PROPERTY ' LEGEND ON THE © .. . . . . . . ELECTRIC METER -W-• •'• • • • .UNDERGROUND WATER - SUBDIVISION MAP OF ' ' - -- ' - ELECTRIC MANHOLE CONCRETE MONUMENT THE FIELDS.AT MATTITUCK FF EL.• • '-.' FIRST FLOOR ELEVATION - TC . . . . .WI"D°W WELL - - • ® - 'WATER METER TC TOP CURB LOT 16 - 0 . ' . .. ' . CABLE TV BOX EP • • . • • . .EDGE OF PAVEMENT FILED MARCH 31, 2006 AS MAP NO. 11370 0 BUFFER AREA x44.5 •' •SPOT ELEVATION SITUATE AT D . ' ' ' ' ' • IRRIGATION BOX ® •RECTANGULAR DRAIN INLET MATTITUCK CATCH BASIN TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK . ' ' AREA OF PARCEL = 37,240± .SQ.FT. OR 0.855± ACRE Owr 8$ 11�0N. � A �\ �RBANcE NON DIST. NTION \ RETE / . •\- EDGE OF WOODS _ X- XFENCE - X- •X X X 4'ALUMINIUM FENCE CORNER f�,. FENCE• \ 1.2'V ' CORNER . ./ N f� N N. W I.- r I o © p= I LOT 15 (D ORJLw u G C0LL .. \ .. w. ..'. c'3 00 \ =5 E5zz z w��� \ a LOT 17'. j Z \ '' - -------------------------------------- 3 -- �- _ i \ BRICK PATIO ' DR� W I - -37,8'x- - I NINGROUND 2 ; S E I SWIMMING q=W y I l e POOL ~ 220 20'x40' oY=v i `~ I I I I I CONCRETE WALL i W/4'ALUMINIUM FENCE BLOCK STOOP ,_--, CELLAR ENTRANCE FENCE _ L✓_ W I CORNER 05 X X -- I' I' ' _ v 354' -i%�8.9' GATE I 31.0' 8 i U/G PROPANE L TANK 1 1,8�- I e ¢ R STORY FRAME 3,5 I POOL HOUSE & GARAGE q ' FILTER o I 9 6, 61.4 13 ELEC. PANEL FF EL.i I 23.1' 0 6.9' '� WOOD 13 HEATER ON POST. - -Jr6,2- - 13,4'Ih M 19.0' `----------------r- -------- PORCH 4( ROOF OVERHANG ---------- Sa.71 TE > FENCE CORNER --------------------- --------- ----- I 4' ALUMINIUM \� I BRICK WALK B Ii FENCE I----------------------- --------------- ' A w I I I.T.\ ti I w I A17.5- B24' I Q . I� Lri 1 7� 602 I I L.P.) \-�1 A32' B36' 1 U/G 1® N 73°18'40' W 150,00' NOTES TELEPHONE BRICK APRON ` BOX= CONCRETE CURB 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. TC 57.4' TC 572' E "' E 54.4' ' EP 57.4' � £P 56.8' EP 555' EP 54,4' 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD83,, STANLEY READ LONG ISLAND ZONE. (PRIVATE ROAD 50' WIDE) 3. ELEVATIONS REFERENCE NAVD 1988(GEOIDI2A). ASPHALT ROAD 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL ISA VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE CERTIFIED TO: NEW YORK STATE EDUCATION LAW. 1. THE PHYLLIS EHRLICH REVOCABLE TRUST 5• ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF 2. THE JOEL EHRLICH REVOCABLE TRUST THE LAND SURVEYOR'S EMBOSSED"OR'INKED SEAL SHALL BE CONSIDERED TO BE 3. TITLE AMERICA LAND SERVICES,INC. VALID TRUE COPIES. a, Q pY/ 4.OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS O�� 1 hereby certify that this map was made from an actual survey ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND - <� �:' '�1 SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM completed by me on 06/03/2022. THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND TO THE /� Q ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE " TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. TAMARA L.STILLMAN,P.L.S. 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. fl�� 050528 �o� NYSPLSNo. 50528 8. THE SURVEY CLOSES MATHEMATICALLY. �"�Q LAND ND 9. UNDERGROUND UTILITIES IF SHOWN ON THIS SURVEYARE FROM UTILITYMARKOUT (J f1 V LOCATED ON THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO DATE BY DESCRIPTION APPROV. 8Y BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, REVISIONS SIZE AND TYPE BY THE RESPECTIVE UTILITY CAMPANIES. Town of Southold 10. THIS SURVEY WAS MADE WITHOUT THE BENEFIT OFATITLE REPORT.SUBJECT TO Suffolk County, New York REVEAL, ANYEASEMENTS,CONDITIONS OR ENCUMBRANCES AN UPDATED TITLE SEARCH MAY Stanley Road Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP DISTRICT l000 Final As-Built Survey SECTION 106.00 L. K. McLEAN ASSOCIATES, P.C. BLOCK '08.00 CONSULTING ENGINEERS & LAND SURVEYORS _ 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK LOT 070.000 surveyed By. JL/PL scale: 1"= 30' sheet No. S+\Shared With Ale\Pr•o,lects\20099.000 Fields P Mattltuck Engr &_Survey\Survey Dept\Drawings\LOT 16\20099.000 Final As-Built Lot 16.dwg Drawn By, D.M. Date: June 6, 2022 fl 6/15/2022 8,44 AM Tamara Stillman. - Approved By, T.L.S. Fne No, 20099.000 Il SURVEY OF PROPERTY LEGEND ® " • ' ' ELECTRIC METER -W-. . . . " .UNDERGROUND WATER ON THE SUBDIVISION MAP OF ELECTRIC MANHOLE ■ CONCRETE MONUMENT THE FIELDS AT MATTITUCK FF EL,' FIRST FLOOR ELEVATION WW .WINDOW WELL ® 'WATER METER TC TOP CURB LOT 16 ® . ' ' ' ' ' ' CABLE TV BOX Ep . . . . . . EDGE OF PAVEMENT FILED MARCH 31, 2006 AS MAP NO. 113/O BUFFER AREA x44.5 SPOT ELEVATION -� jo IRRIGATION BOX ® "RECTANGULAR DRAIN INLET , SITUATE AT r . CATCH BASIN \DWS DRYWELL MATTITUCK , TOWN OF SOUTHOLD � ,C: S� � • SUFFOLK COUNTY,NEW YORK �o AREA OF PARCEL = 37,240± SQ.FT. OR 0.855± ACkE7 r NSI �/F"Wp AN•7RU51 1�g /. j• ' v � .�• 6 fIVEER ' SUFFOLK COUNTY REAL PROPERTY TAX MAP m p 1 SI�Np7�PtlEL1C. ' . . . DISTRICT 1000 I SECTION 106.00 - • �, . " E. . . . .r • ' BLOCK 08.00 00 LOT 070.000 7 . . G .' .' . .. . . .DISTURBANN.BUFFER• .' % ON. . . . . ETEN rzp. EDGE OF WOODS ' _ � x FENCE ' X- X yX X x 4' ALUMINIUM FENCE CORNER • 1.2'V (' �. FENCE' .. (`�Q CORNER I - 0.4E/ II LOT 15 U 2I Oti 3 LOT 17 ¢I W gi----------------------------------------i ` J z .. ¢ i BRICK PATIO I I \ y --� IO RIv� � p ------ ti- D/�/ i INGROUND o Z SUNSET� ti SWIMMING p?Wy POOL ti 20'x40' Dy�U I ti I vJ I` DW I --------- �' CONCRETE WALL \ W/4'ALUMINIUM FENCE BLOCK STOOP CELLAR ENTRANCE q W FENCE �' /� I _ __ �✓__ _II `DW\ J¢ CORNER -= % 592•-I I Ir) 35.4' h ISg,9' J . w w 3 ascX -x _ 1 '-- -- -- --' v `� U/G PROPANE4 Z�� f-- GATE 31.0' 2.N�_ TANK O 2 STORY FRAME 35 I POOL z I ; cu Q HOUSE & GARAGE o OFILTER u til y I 6i4EE 13 ELEC, PA NEI 9. ^ 3 POOL ON POST 23.1' CS 6.9 n 13.4'rm'IVB 19.0' EATER FENCE s " ROOF OVERHANG `-------- ------- --------'- SSP--------- SB GATE CORNER DW , 4 ALUMINIUM 0.9 v 1 I -------------------- -------- \� I BRICK WALK i FENCE - 7,6 w I ¢ . DW „/G I® N 73°18'40' W 150,00' \ NOTES TELEPHONE BRICK APRON ] BOXD CONCRETE CURB 1. 'MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. 1C 57.01 iC 2' 7C 51.1 E 54. EP 57.4' EP 56.8' EP 55.5' EP 54.4' 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE STANLEYSYSTEM NAD83,LONG ISLAND ZONE p®An 3. ELEVATIONS REFERENCE NAVD1988(GEOIDI2A). (PRIVATE ROAD 50' WIDE) ASPHALT ROAD 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL ISA VIOLATION OF SECTION 7209, SUBDIVISION Z OF THE NEW YORK STATE EDUCATION LAW. AS-BUILT SANITARY 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN DISTANCES FROM CORNERS OF BUILDING - ORIGINAL OF THE LAND SURVEYOR'S"EMBOSSED"OR"INKED"SEAL SITE P L A N A B SHALL BE CONSIDERED TO BE VALID TRUE COPIES. ST 17.5' 24' CENTER OF COVER 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS LP 32' 38' CENTER OF COVER PREPARED INACCORDANCE WITH THEEXISTING CODEOFPRACTICE SCALE: 1 ��- 30� FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE - _ ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 7. RIGHTS-OF-WAYNOT SHOWN ARE NOT CERTIFIED. B. THE SURVEY CLOSES MATHEMATICALLY. 9. UNDERGROUND UTILITIES IF SHOWN ON THIS SURVEY ARE FROM UTILITY SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES MARKOUT.LOCATEDONTHE GROUND AND/OR RECORD PLANS.BEFORE APPROVAL OF CONSTRUCTED WORKS FOR ANY EXCAVATION IS TO BEGIN,ALL UNDERGROUND UTILITIES SHOULD A S I N G LE FAMILY RESIDENCE BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE DATE BY DESCRIPTION APPROV. Bf RESPECTIVE UTILITY CAMPANIES. Date 7120/22 H.S. Ref" No.. R-21-0050 REVISIONS 10. THIS SURVEY WAS MADE WITHOUT THE BENEFIT OFATITLE REPORT. - 'TOWN Of SOUTHOL� SUBJECT TO ANY EASEMENTS,CONDITIONS OR ENCUMBRANCES AN UPDATED TITLE SEARCH MAYREVEAL. The sewage disposal and water supply facilities at this location have been SUFFOLK COUNTY Y inspected and/or certified by this Department or other agencies and found THE FIELDS AT MATTITUCK to be satisfactory FORA MAXIMUM OF 4 BEDROOMS. LOT 16 SANITARY .AS-BUILT n CRAIG KNEPPER,PE.,CHIEF yP�Fary.SnI �� PLAN Office of Wastewater Management 'y* L. K. McLEARI ASSOCIATES, P.C. E>iiCW1311LMHO ENOma= u7 WIM eOaM 04 WMMVEN,WNma Will 0 J o� Deeignea BBy. MF/CFD s.me AS NOTED Si N. 50528 �i CfDLANDS Dram By: MF I DdiJUNE 2022 SA3 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Appmed Br: RAs I Fue No.20099.000 i I ' TONN COMMENTS z 0 i=- RETAIN STORPJI WATER R W,1O 1 v PUSUANT TO ' ' THE ZENITH ' ' A PR VED AS NOTED OF THE TOWN CODE.TER 2,�6 DATE: B.P.# l O FEE:LC FY. COMPLY WITH ALL COD _3 O A aUAL 1 TY NEEV4 HOME= MODEL X Nr PJOTIFY BUILDING ";E PARTMENT AT NEW YORK STATE & TOWS; �O r0 755-1802 8 A TO 4 PM FOR THE AS REQUIRED AND C NDIT -)N` 61 FOLLOW NG INSPECTIONS: W OASIS AT MATTI TUGKG CORP. FOUNDATIONE TWO� R 0 i 1. - T,A 0 REQUIRED - N Z FOR OURED CONCRETE „- ,; 2. ROUG - FRAMING & PLUMBING O 3. INSUL TION S J ' `_ "TRU E 4. FINAL - CONSTPUCTION MUST d �— BE COMPLETE ' C.O. g , ALL CON TRUCTIGN SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW # YORK S ATE. NOT RESPONSIBLE FOR — � DESIGN R CONSTRUCTION ERRORS. OCCUPANCY OR USE IS UNLAWF ',_ WITHOUT CERT(, �; PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE OF OCCUPANCY CERTI 1CATE OF OCCUPANCY } SOL ER USED IN WATER O SUPPLY SYSTEM CANNOT PLU6UIBlN v EXC ED 2/10 OF 1% LEAD. ALL PLUMBING WASTE &WATER LINES NEED TESTING BEFORE COVERM G All exterior libl installed, replaced TRUSS P ACARDING REQUIRED repaired shall confc. to Chapter 172 DO NOT PROCEED WIT of the Town Coc? . FRAMING UNTIL SURVE Y ELECTRICAL -OF FOUNDATION LOCAT ON INSPECTION REQUIRED HAS BEEN APPROVE . Must rovide Manuals D, and S as Per Blower door — 44 NY Energy Code and ductwork testing require6- Z UAJill m � O III I 1 11 1 11 w mU ez Z d � za FINISHED SECOND FLOOR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ La V ,— F Q z - - - - (LDA > tj pow tL 4 :-- FLOOR AREA TABLEU p � X- m V-< FIRST FLOOR 1,313 sf N O Q Q SECOND FLOOR 1,1241 sf Q Q } GARAGE 585 sf Q BASEMENT 1,406 sf PORCH 66 9f N o ° TOTAL LIVING SPACE 2,502 sf IL ' CONDITIONED FLOOR AREA 3,4108 sf (INCLUDES BASEMENT) FINISHED FIRST FLOOR - INFILTRATION VOLUME 42,583 cf - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (INCLUDES ATTIC 4 BASEMENT) 0 FINISHED GRADE y r' e•� ,,�{fit E t ^J w INDEX � — - - - - - - - - - - - I I TO 17RANINC�s .n n rp^ DRAWING No.COVER 4 � `6''���'�,.,t,�4�,:r.."�"' ELEVATIONSEYATIONS A 2 ;..IVERED FEB 0 0 2021 FOUNDATION PLAN A-3 FIRST FLOOR PLAN A-4 2nd FLOOR PLAN A-5 0 � — - -I - - - - - - - - - - - - - - - L L- J - - - - � — J WALL BRACING 8 ROOF PLAN A-6 - - I - - - - - - - - � - - - - - - - - - - - - - - - � — � - - - - - - - - - - - -�— � - - - - - - - - - - - - - - - - - - - - - - - � NOTES SECTIONS 8 DETAILS �_7 Q � d)8 TJI-DETAILS A-41 p O Ji r O IL z (� m °o X O d) v m FRONT ELEVATION SCALE: 1/4" = 1 ft Q 0 z O N o � 0 6 v � Z a � J uw � u- O O m DATE: FEBRUARY 2021 COVER 4 ELEVATIONS DRAWING NUMBER A - 1 Z O III III IIII Hill ill III III Hill IIIIIIII III Ill 11 �ri—nI Ll 1- V 11 Hill Hill III Hill IIII Hill 1111I z O O LU 11 11 1 11 H 11 lI 11 11 11 11 111 L 1111 Ill Hill z � 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N 111 11 1111 11 11 111 11 < LU C) N� AJ L14A l�- \ v LU wm z +0 Z Z < , � zw J z W W �— d a mt- 0z Z U- � Ioz0 �W d� REAR ELEVATION > A Q SCALE: 1/4" = 1 ft ri z p p � z Q sroR.10.ls„x•t Ce.�ft. r es•+•r a,4 s +r e :D FEB 5' 20 A o 12 12 O d) 8 — 8 o � t 8 ° o - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - m 12 12 Z o< ° d- LH Q N o v 1~— QLiu O El E3 E3 F7- ED E3 E3 FE 3: z 0 00El0 0 ® ® ® 17- < OL� 0) - - - - - - - - - - - - ® ®_ _ —® El-= ® - - _ tV tu )z E El 13 OQJ El 0 El tu IL u- o � m O J DATE: FEBRUARY 2021 SIDE ELEVATION SIDE ELEVATION ELEVATIONS SCALE: 1/4" = I ft SCALE: 1/4" = I ft DRAWING NUMBER m q A 235# ASPHALT 5HINGLE5;MIN. (4)-FA5TENER5 PER z STRIP FOR EAVE5 LE55 THAN 20' ABOVE GRADE H OA-'7 No. 15 ASPHALT FELT UNDERLAYMENT [RgO5.1.1] _ TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 1 2x8 [UG35] P.T. LEDGER SELF-ADHERING POLYMER-MODIFIED 1 U 1/2"(P BITUMEN ICE SHIELD BARRIER [RG05.1.2] z x 4" GALV. LAG SCREWS AT 16" OG. STAGGERED 24" INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES 11 1 [R5012] 36" IN51DE EXTERIOR WALL LINE FOR > 8:12 5LOPE5 w 1/2" 5TRUGTURAL PANEL 5HEATHING [R803.2] 0 11.. 35'-0" 2'-O" 3'-6" R-3q CLOSED-CELL SPRAY FOAM (SPF) INSULATION (� .. W 16'-011 151-0" 4'-6" 5'-6" 14'-0" 6'-6" 4'-6" O a 50LID WOOD BLOCKING z N O P.C. FTG N - - - - - - GEILINGJ015T BASEMENT ENTRANCE STAIRS _7___ DRIP EDGE [Rg05.2.8.5] � � 811 REINFORCED CONCRETE RETAINING WALL &�(2)-2x8 P.T. GDR -O�+- _ I 1x8 WOOD FASCIA #4 REBAR AT 12" ON-GENTER EACH WAY - -1 L - J DECK LATERAL NNEGTION LR50l.q. ] I/2" GYPSUM WALLBOARD 1 SOFFIT VENT r, - STANDARD HOOK AND LAP INTO 16" x 8" P.G. _ LLo DECK 8 IMPS LNIAW MANU AGTURER'S 5PEG1 IGATION DOUBLE 2x TOP PLATE VINYL SIDING. ATTAGH THROUGH RIGID FOOTING. 2 MIN REBAR COVER � ~ _ i tl ABO (TYPICAL-2) MINIMUM 24" LAP 5PLIGE LENGTH [R602.3.2] I INSULATION TO WOOD FRAMING PER W. ~ Oj AREAS ANDRTO'RE515T UCTIOA MI TT 28 psf S FOR -WIC a x Q ' SUCTION LOAD (EXPOSURE B) OR 40 p5f tk} - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - -__ - - - - i (EXPOSURE G). ---3 " H ND I [R II.iSI GONG PLAT� F 3°2 - - - - - - - - - - - - - - - - - - - - - - - - - - - -- 5024 5L AND STEPS I I O N ( I N i R 5E 5 - QO I EMERGENCY ESCAPE 4 RESCUE OPENING DRYWELL I [R310] I PLASTIC HOUSEWRAP INSTALLED OVER FOAM 4'-3"- 3 6 I INSULATION. INSTALL AND TAPE ALL SEAMS PER 2x4 HALL STUDS AT 16" MANUFAGTURER'S INSTRUCTIONS [R-703.2] - - - - - - - - - - - -- - - - - - - - J L - - - - - ° e L R-15UNFAGEDFIBERGLASSBATTINSULA�ON I I I I R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XP5) O - - - - - - - - - J L- - 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL U51NO _ _ I f- - - - - - -- - - - - - - - - - - - - - - - - - - - -� r BASEMENT � GAP-HEAD NAILS WITH A MINIMUM 3/4" 1 I 4" P.G. SLAB I I PENETRATION;SPACED 12" O.G. PERIMETER AND 2x8 PLATFORM `? I R-15 2' GL05ED-GELL SPF INSULATION 16" O.G. FIELD. GAS WATER HEATER ' FLOOR PLATFORM - NOT SHOWN) (\ 1 I I I N (ALSO AT RIM J015T IN SEGOND �] A. O. SMITH ( I 1/2" STRUCTURAL PANEL SHEATHING, I ( GPVT 50 200 HW I I z CAPACITY = 50 gal Q NOTE: - i <- - - - 3/4" STRUCTURAL PANEL SUBFLOOR 1 � I 2x SOLE PLATE O 1 I HOLDDOWNS ARE 3-1/2"(P 5TL COLUMN 2x BAND J015T NOT REQUIRED FOR x 60x12"xI/2" TOP PLATE I _O z I I I S N 12"A2"x3/4" BASE PLATE 2x6 PRESERVATIVE TREATED SILL [UG2] t1� TH15 PROJECT. L_ - - - E w I I ON 4'-O"x4'-O"xl4" DEEP P.G. FTG. 7 I Q z tL i I w/#5 REBAR AT 5" ON-CENTER EACH WAY N x IU FLOOR J0I5T5 1 0 0 I I (TYPICAL-4) I I - '17 COPPER TERMITE SHIELD Q O I I -- -- 2x8 [UG3B] P.T. LEDGER I t `(N 0- OVER SILL SEAL O I I Q 1/2"(P x 4" GALV. LAG SCREWS I i 0 I I I 1 (3)-1.15x11.815 LVL GDR AT I6" O.G. 5TAGGERED I 2x6'FJJ-r - WOOD SILL PLATE TO FOUNDATION ANCHORAGE EXTEND SIDING TO WITHIN 12" OF FINAL U. Q _ -I- - (ENGINEERED DESIGN) _ _ _ _ _ _ - _ _ _ _ [R50-7.21 �� GRADE FOR HISTORIC DISTRICTS �j 1 1 1 I DOUBLE FRAME [- -i f I� r -1 I I I AT 16'ro.4- 4 N [R403.1.6] 1 I I - MINIMUM Y2" Clio. ANCHOR BOLTS SPACED NOT AT STAIRS I I I I I I I I = m GREATER THAN b FEET ON-CENTER EMBEDDED Q I - __ _ ,___ ___;_ I -_ __ _ I __r_____, __I __ __ I__ __ I __ I I J I NOT LE55 THAN �" INTO CONCRETE OR GROUTED FINISH GRADE N I I UNEXGA\/ATED I I -- -- -- -- -- GELL5 OF CONCRETE MA50NRY UNITS. THE �• BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD I I 3_O OF THE WIDTH OF THE PLATE. A NUT AND (� BEAM POCKET I I I I I I I I ( WA5HER SHALL BE TIGHTENED ON EACH ANCHOR {TYP-2) L - - - - -I L - - - - -� " L -- - - J L- - - - - -I z I I I 8-6 10-4 BOLT. THERE SHALL BE NOT FEWER THAN TWO m H BOLTS PER PLATE SECTION WITH ONE BOLT ^a (� LOCATED NOT MORE THAN 12 INCHES OR LESS z I- U V W m N I I _ D THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH lL oo z z XX U)O z 1 I S I I u� 0 END OF THE PLATE SECTION. WALLS 24 INCHES O _^ z N z --I O J W ip TOTAL LENGTH OR SHORTER SHALL HAVE NOT d Q o__ - z w I I �' FEWER THAN ONE ANCHOR BOLT LOCATED IN THE `--a Uj r O Z I I CENTER THIRD OF THE PLATE SECTION AND '"' JJ W 1 I i Z z O 0 I I I I SHALL BE ATTACHED TO ADJAGENT WALL Q w m Q (K 1J-1 F fY I I Q PANELS AT CORNERS AS 5HOWN IN ITEM q OF Q Q ry U "U z < tt II 11 (I)Q O lu __7I I TABLE R60230). Q tQ D- z F � 0. J-� W O m N 1UL�J (�/ Ip I I QO�tiaW pC O 1 I O Q I I N 1 1 R-11 BASEMENT WALL BLANKET INSULATION � `O � 0 v cY = O�> IILL O > "z< CL - - - - mI I Qo QM ' zI O Qo� C). P.G.. o LY GONTINUOU5 HORIZONTAL REINFORGEMENT: ONE No. 4 O O I I BAR WITHIN 12 INCHES OF THE TOP OF WALL STORY -i L- -- - - - - - I r I 8" P.G.- FOUNDATION 5TEMWALL UPON I ( `� AND ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL xq = _ 7- �N' I L - - - - - - - - - - - - - - - - - - - - - - - - - - -I m I I I ( 16" x 8" DEEP CONTINUOUS P.G. FOOTING I I STORY [TABLE R404.1.20)] 0 EXPANSION JOINT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 - - - - - - - -_ -� I DECK I - - - - - - - - - - - - - - - - - - - - � N Q ABOVE I I 4" P.G. FLOOR SLAB - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - cV -I 2x8 [UG3B] P.T. LEDGER POURED CONCRETE FOOTING � � r 1(2)-2x8 P.T. G R� I " „ R I/2 cp x 4 GALV.LAG SCREWS AT 16 O.G. ON UNDISTURBED SOIL [R403.1] �" 5TAGGER.ED [R501.q] �. ,",` C. (: :'� & 6 MIL POLYETHYLENE FILM �`e• 'c,, .,r {` +r'J _ _ CONTINUOUS UNDER STEMWALL - - - - P.G. FTG - - - - � - - - - - - - - - - - f �, .� ..l ,� ,z. '�A•� '°,.moi";7 f,R �;a�.r'`t.��`' 2 -- - 2" T`OOPI OAL MALL SEOTI ON 1'-4" 12'-4" 10'-0" Il'-10" c?t.• e, .",. SCALE: NTS �E11iVE.REC FEES Q 9 2021 4"x4" [UG413] PRESERVATIVE TREATED P05T WITH GALV. METAL POST BASE ANCHOR ON 12"iP x 6-0" HIGH P.G. COLUMN WITH(2)-#4 VERTICAL REBAR ON 0 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM r- MAXIMUM SUPPORTED LOAD AT 7'DESIGN DEPTH = 18k IN PRESUMPTIVE 2k BEARING 501L (TYP-(b) �O (ENGINEERED DESIGN) A A-1 r 0LL (� m z °0X O � ° vm FOUNDATION FLAN SCALE: 1/4" = 1 ft O V z z 1 < U- d- lu Ll N STRUCTURAL DESIGN NOTE lu Z k z In accordance With the 2020 RGNYS; structural 3: < < a �-- WINDOW AND DOOR SCHEDULE elements such as engineered wood, steel and ~ Q < - No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL steel/wood composite columns, beams, headers and Q WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS girders that: A UNITED WINDOW 3900 3050VG^ 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.28 -22.0/-26.6 psf[20 sf] 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE 1) resist gravity loads, and v w }L� B UNITED WINDOW 3900 3030V 30 7/8"x 14 13/16" 3.18 sf 6.04 sf 3.18 sf 9.0 sf U=0.30 SHGC=0.31 -22.0/-29.7 psf 120 sfi 36"x 36" B SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE V_ LL. C UNITED WINDOW 3900 TWIN 3050V^ 30 13/16"x 26 11/16" 5.71 sf 22.24 sf 11.42 sf 30.0 sf U=0.30 SHGC=0.31 -20.0/-27.0 psf[50 sf 72"x 60" C SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE -A 2) are not contained in the prescriptive design O = D UNITED WINDOW 3900 TRIPLE 3050VG^ 30 13/16"x 26 11/16" 5.71 sf 33.36 sf 17.13 sf 45.0 sf U=0.30 SHGC=0.28 -20.0/-27.0 psf[50 sf] 108"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE provisions of the 2020 RGNYS LL F- E UNITED WINDOW 3900 2030VG 18 7/8"x 14 13/16" 1.94 sf 3.67 sf 1.94 sf 6.0 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sf] 24"x 36" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE F NOT IN PROJECT F were designed in accordance with m G UNITED WINDOW 3900 4040V PIC N/A 0 sf 12.84 sf 0 sf 16 sf U=0.30 SHGC=0.31 -26.0/-35.1 psf[20 sf] 48"x 48" G PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE ANSI/AWG NDS-2018 with 2018 supplement. p H UNITED WINDOW 3900 SPS-7G PIC N/A 0 sf 18.80 sf 0 sf 23.3 sf U=0.30 SHGC=0.28 -23.0/-31.1 psf[50 sf] 70.25"x 50.25" H EYEBROW PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE I UNITED WINDOW 5500 3024V N/AV N/AV N/AV N/AV 7.0 sf U=0.30 SHGC=0.30 -22.0/-29.7 psf[20 sf] 36"x 28" 1 SLIDING,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE(BASEMENT) Structural elements such as Halls and fenestration that: J UNITED WINDOW 4500 PD6068V N/AV N/AV N/AV N/AV 40.0 sf U=0.28 SHGC=0.31 -20.0/-27.0 psf[50 sfj 72"x 80" J PATIO DOOR,LOW-E GLASS,ARGON,NO GRILLE K THERMA-TRU FIBER-CLASSIC FCM65/FCM12102SL 36"x 80" 20 sf 5.0 sf 20 sf 32 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sfj CHECK UNIT K FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS DATE: FEBRUARY 2021 L C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x T± 56 t sf - 56 t sf 56 t sf N/A N/A -23.0/-27.8 psf[50 sf] CHECK UNIT L RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS I) resist wind loads, and M THERMA-TRU FIBER-CLASSIC FCM600 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.17 SHGC=0.01 -22.0/-29.7 psf[20 sf] CHECK UNIT M SOLID PANEL SIDE DOOR,MAHOGANY 2) are not contained in the prescriptive design FOUNDATION PLAN 8 N THERMA-TRU SMOOTH-STAR SSF220 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.18 SHGC=0.01 N/A CHECK UNIT N SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR provisions of the 2020 RGNYS TYPICAL WALL SECTION 0 CUSTOM 2'-8"x 4'-4"INSULATED DOOR 32"x 52" 11.5 sf 0 sf N/A 11.5 sf R=5.0 N/A N/A AS REQ'D 0 SITE-BUILT ATTIC ACCESS DOOR WITH 1"RIGID XPS INSULATION P THERMA-TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 sf 20 sf 21.6 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sf] CHECK UNIT P HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR were designed in accordance with ASCE '1-I6 wind MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR 1"(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED provisions and acceptable engineering practice. DRAWING NUMBER MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft;EFFECTIVE WIND AREA AS NOTED IN BRACKETS[ sf] where such elements occur in the ions, the are ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 y annotated "ENGINEERED DESIGN." A === 5 m F NOTES INDEXED TO THE 0 2020 ENERGY GONSERVATION GONSTRUGTION GODE OF NEW YORK STATE 1= 6-4" 10'-8" 10'-8" 7'-4" v RIOI.S COMPLIANCE: This building was designed and shall be A constructed to meet the 2020 EGGGNYS. Both REScheck(U.S. MAJESTIC QUARTZ 32 DIRECT t- A-7 VENT GAS FIREPLACE. Department of Energy) and REM/Rote Moresco) computer z INSULATE BAIR-SEAL ALL software was utllltzed to demonstrate compliance. All mandatory provisions of the 2020 EGCGNY5 - Residential HALLS, GEILIN6 AND FLOOR OF V Provisions are In force. THE CHASE. INSIDE WALL ,,-~� PROVIDE RESERVED SPACE IN SERVICE PANEL FOR WOOD STEPS SURFACES SHALL BE � R10522 WRITTEN STATEMENT: To the best of my knowledge, FUTURE SOLAR ELECTRIC INSTALLATION [TI03.4] 5HEETROGKED AND TAPED. WO A, f CLOSED-CELL SPF belief and professional judgement,these plans comply with the Energy Code. Furthermore,as a RESNET certified rater (I D. WALL SHIELD AND CEILING FIRESTOPS SHALL BE CAULKED .. � No. 261434?), 1 certify that these plans comply with the Home ATTIC PATHWAY FOR SOLAR ELECTRIC (TI03.8) WITH CAULK HAVING A 300° F DECK MINIMUM CONTINUOUS EXPOSURE � Energy Rating System (HERS) program. A signed certification INSTALL 2"0 VERTICAL SCHEDULE 80 PVC CONDUIT 5/4x6 DEGKIN6 RATING. COAXIAL VENT HAS cn ---- ------- - - of compliance with the HERS program (HERD) will be submitted THROUGH ALL WALLS TO ATTIC,WITH TEMPORARY PLUGS z ! of the constructed building to demonstrate compliane. OR GAPS AT EACH TERMINUS (E3802.3.2]. O OUTSIDE COMBUSTION AIR INTAKE. 6YP5UM BOARD B O O O R301.1 CLIMATE ZONE: 4A Suffolk,NY 3030 OG (V J J CONTINUOUS BEAD OF 36" GUARD [8312.1] r A ----- ------------------------- ------- ------- SEALANT R4012 COMPLIANCE. This project complies with 2) Section R405 C_______ ____ _________________________ Q (� ' - Simulated Performance Alternative, and the provisions of I I I I I 6°68 SLDR 6068 SLOP, (2)-3050 GYPSUM BOARD Sections R401 through R404 labeled "Mandatory." _ r--- ----I ® ----� i w (2)-2x12 HDR (2)-2x12 HDR (2)-2x12 HDR Mandato requirements: ! BASEMENT ENTRANCE I n L_______L__ J I 1 I �9 ----- O 840.3 CERTIFICATE: Builder to post per Code. `t DOWN ------------------ R4013 ----------------- �t + CONTINUOUS BEAD OF R402.4.1 THERMAL ENVELOPE: To be tested 4 verified to 3 WALL LINE ABOVE PL TE Ht. " A F LA H . 4'-I" ASF I 1 ! z ! I SEALANT AGH by HERS rater. See Table 8402.4.1.1 in plans. I I Q! ? I O O i Q QII I I 8402.42 FIREPLACES: Factory built with UL 127 doors. , R402.4.3 FENESTRATION. See window/door schedule _ I- j -----------------I ---J w U I � CONTINUOUS MINIMAL KITCHEN `� Irn MI 'I !I EXPANDING FOAM AT WINDOW 8402.4.4 FUEL-BURNING APPLIANCES: All room heating and ® - I� �I IL UNIT PERIMETER hot water heating appliances to be direct vent with both 23'-4 1/2" O o I intake and exhaust pipes Installed continuous to the outside. ' 3 1/2" m O I I N `o N WINDOW UNIT R402.45 RECESSED LI6HTIN6: IG-rated and labeled as `r IL =1 i 19 I- I i® iv V 1 having an air leakage rate of not greater than 2.0 cfm � v __ \ 0 1 1 1 Q 01 per Code. o dJ `4 - I I O I 1 w u� w N `D i 8402.5 MAX. U-FACTOR 4 SHGG: See window schedule. --------------- N - w ? 1 I FAMILY ROOM I - - I�/' 1z b R403.1 CONTROLS: See plans for thermostat Information. j �J =1 I ' I I 4'-3" I = W �R' t' LL - I� R403.32 DUCT SEALING: All duct joints shall be o Q I I m i_- I ID u Q 1 `fl Q, mechanical) fastened and sealed with duct mastic I I.0 Iz zI I' CONTINUOUS MINIMAL sealant. Apply mastic to duct seams. I GARAGE 7 -I m i EXPANDING FOAM AT WINDOW R403.3.3 DUCT TE5TIN6: A duct air-leakage test Is not n,I I F 5" P.G. SLAB v I'-3 I/2" I UNIT PERIMETER required under exceptions I and 2. (j I Q PITCHED TO DOOR ' I F i i NOTE: 4'-O" GEILIN6 HEIGHT w I 20 cfm GONT. TO ERV a p , --- -- 8403.3.5 BUILDING CAVITIES: Framing cavities shall not be = I v r w � Q 1 A = THROUGHOUT FIRST STORY �1 [MI505.4] used as ducts or plenums. iv 1 - , R403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate NI i.: mechanical system piping carrying hot water to on _ F N r' R-valve of not less than R-3. N I ? x 25 cfm CONT. x R403.5.1 HEATED SERVICE HOT WATER(SHV) CIRCULATION iv I WALL LINE ABOVE-- rn e e TO ERV x I I r 266" 286e -c\V I :n 1 SMOKE 4 G.O. \Z I m Q SYSTEM: Not In project. I I SELF-GLO5INO 20-mfn I - [MI505.4] 1= 7" x 7" PSL COLUMN r;I DETECTOR(TYP) 2468 cv I�� M C N CONTINUOUS BEAD OF R403.6 MECHANICAL VENTILATION: ERV continuous 0 1 I HEAT DETECTOR O , SEALANT m F.R. DOOR[R302.5.1] (2)-1.75 x 11.875 LVL , ventilation system specif led in the plans exceeds the FLUSH HDR m .� C� Pop- minimum DR m I 0 O m minimum efficacy of 1.2 cfm/watt. _ (2)-2x10 a _ 8403."1 HVAC EQUIPMENT: Sized In accordance with AGGA ---------------d i I (4)_1.75 x 11.875 LVL FLUSH HDR _ (2)-135 x 11.675 LVL FLUSH HDR_ H_D_R R403.8 MULTIPLE DWELLING SYSTEMS. Nota applicable rn __ __ civ (3)-1.75 x Ib LVL DROP HDR _ ,' i GYPSUM BOARD Manual J and Manual 5. pp N "� -- -- -- -- L i (ENGINEERED DE516N) (ENGINEERED DESIGN) BEARING WALL 2868 I 8403.4 SNOW MELT Not in project. N (ENGINEERED DE510N) 2- 3/4" BATH Ca Q8403.10 POOLS AN SPAS. Not in project. _______________ 6 Pro I TEGHNOL061 E5 O 24611 CONTINUOUS BEAD OF R403.11 PORTABLE SPAS: Not in project. T I GIL II MODEL T'705 2 6 i P j I II I 20 cfm CONT. TO ERV ADHESIVE R404 LIGHTING: Builder to Install high-efficiency lamps in at I .r`� p Ili PROGRAMMABLE [MI505.4] least cIO of permanently Installed fixtures. I I INTERIOR GARAGE WALLS: _ cv ' ! U-11 THERMOSTAT CONTINUOUS BEAD OF I I I- _ j `o 2x10 STUD WALL AT 24" O.G. _ 6 o ' SEALANT R405 SIMULATED PERFORMANCE ALTERNATIVE: This method was R-15 BATT INSULATION - HVAC R.A.G. CHASE o cv o 0 Ys GYPSUM BOARD �0 I 2 3 F N i used to show compliance with the Energy Code. REM/Rate pI - iI N Q O `fl rIi FOYER _ N ,- _- _ software was used to model the building performace - see _ = I v GARAGE CEILING. d m �1 OPEN TO ABOVE O 2020 IEGG Energy Cost Compliance report provided with N I I o m = Q BEDROOM 4 : p : x O I Y2 GYPSUM BOARD a e _ O --- - j!.: / 2 CLOSED-CELL SPF Permit Application. REScheck was used to model the building N, I 2 6 x I � performance based on national standards - see REGcheck I [TABLE 8302.6) 1 I m DINING ROOM O i w �_ Compliance Certificate and Inspection Checklist provided with N I I h Permit Application. I 4 III 311/2" 12'-5" u; II 10'-3 1/2" - 'n m Q I � (2)-1.75 x I L875 LVL FJ _ PANTRY I cv LLJ1 I v UNDER SECOND STORY WALL I LH fO V I - - 1 I dJ � ii 3 I/2 3 I/2 - 1 I 1 CONTINUOUS BEAD OF N hl I m in 12'-5" 5'-2 1/2" J i-1 v z lU z 1 in II t cp Z QU- 13ZLU � s y SEALANT ---------------J I �' O W 1, lel ----------if 3°68/(2)-0!068 5L r� \ d� W `? I GYPSUM BOARD - o J J-" 22'-I.. I - _ 10 Q N 1'� O z I N m m PORCH WALL LINE ABOVE J24(,b ;�' Z Z r- 0 z -- ---------------------------- (3)-3°5° 5/4x6 DEGKIN6 (3)-3050 i IL LU > IX d) O lCONTINUOUS BEAD OF O 3050 O 3050 ! (2)-1.75 x 11.875 LVL HDR (2)-1.75 x 11.875 LVL HDR V X.1 m a Q l I SEALANT D 4xx4(TYP P.T. P05T D () (O� `a(s�-� ry O _ X 11 `l CONTINUOUS MINIMAL PLATE Ht. 5'-5" ASF PLATE Ht. 4'-I" A5F Z Q Q ' EXPANDING FOAM AT WINDOW _ __ __ ___® < L� UNIT PERIMETER WOOD STEPS I WINDOW UNIT (OR E i WEATHER-PROOF DOOR) 6'-4" 10'-0" 6'-4" 6'-6" 6'-6" 6'-6" 12'-O" (2)-2x12 UPSET HEADER i 4 CONTINUOUS MINIMAL �- r+ 228 74" 130 101-011 EXPANDING FOAM AT WINDOW .yam.. V.f:Iwlwa �Yi+ t'` 'CS u- t� ♦t4j l UNIT PERIMETER AIR G J� I N/'� NOiG J f""� 1./ �,J r� TABLE R402.4.1.1 -2024 =tl ` rpt' AIR BARRIER AND INSULATION INSTALLATION ';�'� V CONTINUOUS BEAD OF COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION ,. SEALANT CRITERIA (� A continuous air barrier shall be installed In the A (I •' it P., x t?+•'-, building envelope. •,. :.: . General requirements The exterior thermal envelope contains a Air-permeable Insulation shall not be used as A-1 n II +I GYPSUM BOARD continuous air barrier, a sealing material. .tr°f, .LIVERED FEB D 5 2W] r CONTINUOU5 BEAD OF Breaks or oints in the air barrier shall be sealed. ADHESIVE The airbarrierin any dropped ceiling/soffitappin nshall be FIRST FLOOR FLAN i ' Q aligned with the insulation and any gaps in the air f'�I� CONTINUOUS BEAD OF barrier shall be sealed. The insulation in any dropped ceiling/soffit J I' Ceiling/attic „ p- SEALANT shall be aligned with the air barrier. SCALE: 1/4 = 1 ft O Access openings,drop down stairs orknee wall O doors to unconditioned attics aces shall be sealed. Cavities within corners and headers of frame The junction of the foundation and sill plate shall be walls shall be insulated by completely filling t� 2" CLOSED-CELL SPF sealed. the cavity with a mated al having a thermal IL resistance of R-3 per inch minimum. r0 m Walls The junction of the top plate and the top of exterior r - (I' walls shall be sealed. frameorther shall envelope insulation far O 0 ' - - --- - ----- --- - - framed walls shall be installed in substantial Knee walls shall be sealed. contact and continuous alignment with the air O barrier. The space between window/doorjambs and r �[ Y Windows,skylights and doors framing,andskylights and framin shall be sealed. CONTINUOUS SILL SEALER - Rim joists Rim joists shall Include the air barrier. Rim joists shall be insulated. ` \ i FULL WIDTH OF SILL Floor framing cavity insulation shall be �I installed to maintain errnanent contact with O z the underside of subfloor decking. -�► �1- I �- FOUNDATION WALL Alternatively,floorframIng cavity insulation 1 O 7 W (� V Floors including cantilevered floors The air barrier shall be installed at any exposed shall be in contact with the top side of to Q ' /< + and floors above garages. edge of Insulation. w 0 NiO sheathing or continuous insulation Installed I y CONCRETE SLAB on the underside of floor framing;and J Z extending from the bottom to the top of all STRUCTURAL DESIGN NOTE W w 2 . erimeterfloorframin members. V OC Exposed earth in unvented crawl spaces shall be Crawl space insulation,where provided (� IL V Crawl space walls covered with a Class I vapor retarder with Instead of floor insulation,shall be In accordance with the 2020 RGNYS; structural < d -- - - overlapping joints taped. permanentlyattached to the walls. elements SUGh as engineered WOOd, steel and -� Duct shafts,utility penetrations,and flue shafts Shafts,penetrations opening to exterior or unconditioned space shall be steel/wood composite columns, beams, headers and Q Q- /.., p girders that: !- sealed. g Ul In Batts to be installed in narrow cavities shall be cut to fit ornarrow cavities shall be filled Narrow cavities I) resist gravity loads, and w with Insulation that on installation readily Y IL Z) conforms to the available cavity space. �W O O Air sealing shall be provided between the garage 2) are not contained in the prescriptive design O Garage separation � IK and conditioned spaces. provisions of the 2020 RGNYS u- F- NOTE: IT IS THE INTENT TO PROVIDE FOR A Recessed light fixtures installed In the building Recessed light fixtures installed in the IL O CONTINUOUS AIR BARRIER ALIGNED WITH THE Recessed lighting thermal envelope shall be sealed to the finished building therm al envelope shall be airtight a 6 surface. and IC rated. were designed In accordance With O THERMAL ENVELOPE. TH15 DETAIL SHOWS I- m TYPICAL METHODS OF AIR-SEALING USING In exterior walls,batt insulation shall be cut AN51/AWC NDS-2018 With 2018 supplement. O VARIOUS BUILDING ELEMENTS,APPROVED neatly to fit around wiring and plumbing or J ADHESIVES AND SEALANTS, FRAMING Plumbing and wiring Insulation that on installation,readily Structural elements such as walls and fenestration GONFIOURATION5 NOT SHOWN, SUCH AS conforms to available space,shall extend CANTILEVERS AND STAIRWELLS,SHALL BE behind piping and wiring. that: SEALED INA 51MILAR MANNER TO PROVIDE FOR The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs ' A CONTINUOUS AIR BARRIER ALIGNED WITH THE Shower/tub on exterior wall showers and tubs shall separate the wall from the shall be insulated. DATE: FEBRUARY 2021 THERMAL ENVELOPE IN ALL LOCATIONS. shower or tub. I) resist Wind loads, And The airbarrier shall be Installed behind electrical Electrical/phone box on exterior walls and communication boxes. Alternatively,air-sealed boxes shall be installed. 2 are not contained in the prescriptive design FIRST FLOOR provisions of the 2020 RGNYS PLAN �I/' �''') -1� G HVAC supply and return register boots that AIR SL I I �lJ L/ I I�J HVAC register boots penetrate building thermal envelope shall be sealed to the subflo building wall covering envelope ope s penetrated were designed to accordance With A5CE 7-16 Wind bV the boot. provisions and acceptable engineerinlg practice. DRAWING NUMBER SCALE: 514" = I ft Where required to be sealed,concealed fire sprinklers shall only be sealed in a mannerthat is annotated "ENGINEERED DESI�iN." A - 4 yw ere suG elements occur In the Ions the Are Concealed sprinklers recommended bythe manufacturer. Caulking orother adhesive sealants shall not be used to fillvoids between fire sprinkler cover plates and walls or ceilings. m A A-7 Z O H V Z 47'-10" O V I'-10 1/2" 7'-4" 2'-51/2" 5'-6" 0 3'-9 3/4" 14'-2 1/4" 6-4" b'-4" 3'-6" 3'-8" }U lu r0 N r------------� Z I I Q " D_ 1 I I I I I I I I O HAZARD &LAZ INC [R306.4] O I O --- (2)-3050 WALL LINE BELOW OI C I _ �p 2x8 GJ AT 16" o.c. 4°4° PIG �p 0 I I 4°4° PIC j r-------------------------------------_____ (2)-1.15 x 11.875 LVL FL HDR 7'-O I/2" (ENGINEERED DESIGN) I DOUBLE WALL STUDS - 4'-II" I _ 3 I/2" 3 I/2" N BEDROOM 3 -1 2'-2" , 6'-9" 21-51/2" w l cn 2x8 PLATFORM W.I.G. `? 8'-0" G Ht n_ pO m -1 p I 20 cfm GONT. w n BATH n � To ERV cv � r _I I_ [M1505.41 O iF � i I i § I m WHOLE-HOU5E MECHANICAL VENTILATION [R403b] ul I`J 2468 v I r- M BATH 3'-10° i LENNOX HEALTHY CLIMATE ERV5-175-TPD ENERGY RECOVERY VENTILATOR I 4-0 -� �- ____, 20 cfm CONT. 4'-2 1/2" I INSTALL ERV UNIT IN CONDITIONED ATTIC. I MI ERV = = N Pro I TECHNOLOGIES I 6'-O" G Ht I I MODEL T105 I --------- DUCTS SHALL NOT BE CONNECTED TO THE HVAG SYSTEM. I z [MI505.4] m N PROGRAMMABLE � I - — I I Q I n CJ- THERMOSTAT I ----------7 ----------- HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL Q n I m SHOWER I __------- INSTALL IN AN AGGE551 BLE LOCATION ON A 2nd STORY WALL. ---------- 4 e 8 8 2868 I I �= JA _ 2465v 2 6 I I _ Ib" GUARD[R312LIN .1] - I I STALE AIR TO OUTSIDE AND FRESH AIR FROM OIJT51DE: 6" dia. DUCTS T; 8 r — —/-7I N C� I j CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL 115PO-i Q Z ® A.G. TURN n 2868 2868 I I HVAC EQUIPMENT IN ATTIC SMOKE 8 C.O. HALL u I I FRESH AIR TO INSIDE DIFFUSER IN HALLWAY: 6" dia. DUGT GAS OR PROPANE FURNACE: LENNOX ELIg6UHO'7OXE36B x n DETECTOR (TYP) p GLA55 IV DIRECT VENTED TO OUTSIDE;AHRI 201849570 = (2)-2x10 / ( �— J I j STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. O �— — —� — — (2)-2x10 L - STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL I&N48 HEATING GAP: 64,000 Btuh;AFUE = 96.1 _� HDR HDR (2)-1.75x11. LVL FLUSH HDR - (3)-1.75x11.675 LVL FLUSH i iv __ -----------------_ �_s�_ � _ -- � ALL DUCTS INSULATED TO R-4.2 INDOOR GOIL: LENNOX CH35-30B+TDR N2868 BEARING WALL 2868 (ENGINEERED DE515N) 6�- (ENGINEERED DE516N) Q r I" RI -� ' 5Y5TEM TO BE SET AND BALANCED TO CONTINUOUSLY PROVIDE [MI505.4.4]: j OUTDOOR UNIT: LENNOX ML14XG1-036-230G;AHRI 203374690 COOLING GAP: 34600 Btuh;SEER = 15.10 12" x 12" AIR N 36"GUARD [R312.1] � i v i m MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM _ AGGE _ TRANSFER GRILL n x AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. 11 IN INSTALL IAW MANUFACTURER'S SPEGIFICATION5 x !1- LAUNDRY IN CEILING j LU 2x10 STUD WALL AT 24" o.C. LUMASTER BEDROOM N o V z Z HVAC R.A.G. CHASE Z <`�t d1 IY `? 9' Ht TRAY CEILING DRYER EXHAUST O p `fl — — lT O -1 W - [MI502] _DRYE WASHER m OPEN TO BELOW - -_ I � � I r� d� ZW ' -- BEDROOM 2 Q Z 111 O Z dJ Z N b'-O I/2" 8'-0" G Ht m 3 1/2" -O" 3 1/2" 2°3o I Q 'I ' La ® W I - to N Q +-►-� ----------- N O O X} F) Q Q iv l DOUBLE WALL STUDS iv 7 j N j 51042 EYEBROW PIG ry N O Q D 31/2" 1 Z Q 2668 12'-5" O 12'-5" (2)-3050 N (2)-1.75 x 11.675 LVL HDR (ENGINEERED DESIGN) WALL LINE BELOW r _ ------------------------ --------------------------J � (2)-3050 n O i 1J -WALL LINE BELOW i I O I I LT ------------------------- T a.r -----------------------------j �R ���A"!"•{. lF/'•�«� . ~ 6-b 6-b" 6-6 (91-roll 2'-6" L 3'-0" =�i ) t + I • R r J . 7 f' `r�a -•x,;'33 �°^ �;, ,, ,�'>�`:: 6-4 13-O 10-O 13_ol. 51-611 � a 4 ip'�rap�,snt^ 47'-10" D ,L]VERED FEB D 9 2021 SF-(:,CND FLOOR FLAN � A SCALE: I/4" = I ft 0 A-? O tL t' O � I o< IL d- SOLAR-READY O , 0 CERTIFICATE N p 6 p- (L Z This home has STRUCTURAL DESIGN NOTE tutu incorporated features at k) Z the time of initial In accordance with the 2020 RGNYS; structural construction to enable the elements such as engineered wood, steel and installation of solar steel/wood composite columns, beams, headers and QQ- _ " electric. girders that: The solar-ready roof o 1) resist gravity loads, and v w zone is shown on this y !L ' construction plan excerpt 2) are not contained In the prescriptive design p W GO UI and Is free of UIT provisions of the 2020 RGNYS I H obstructions that would O limit placement of solar were designed in accordance with 10 panels. ANSI/AWG NDS-2018 with 2018 supplement. O J Plastic conduit for futureEP Structural elements such as walls and fenestration electric wiring has been that: n stratlon installed through walls at DATE: FEBRUARY 2021 the locations shown to 1) resist wind loads, and facilitate the Installation of wiring between the 2) are not contained in the prescriptive design 2nd FLOOR electric service panel and roof mounted solar SOLAR-READY provisions of the 2020 RGNYS PLAN panels. ROOF ZONES were designed in accordance with ASCE 1-I6 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur In the plans, they are CONTRACTOR TO AFFIX ABOVE GERTIFIGATE TO WALL NEXT TO ELECTRIC. SERVICE PANEL [TI03.10] annotated "ENGINEERED DESIGN." A - 5 BWL A BWL B BWL G BWL D 10'-4" I � I , I o BwLI -- !----------------- ---------- -------------- ---- .$a 3 2 _ ,:;:w v 121-211 5 , WALL LINE BELOW 2x10 RR AT I6" o.e. 2x10 RR ATI e ROOF BELOW J � 3 1 I } I cK 6 O.C. O All ROOF BELOWtL � tt�I # x I ROOF LINE d f W n : Zr'1' N J�- + I 1' IL 1 ---- + ATTI INSTALL T ROUGHEA WALLS TO ETTI 1H -I It xb RR IN _- - - CONDUIT / TEMPORARY FLU05 OR GAPS AT EAGH TERMINUS - -- - - - I- _ a r. % o Al6 ox. # l� Y 1 I _ - --- _ - _ i' o [E3b02.3.21LZ . " I AGGESS ROOF --- - - - Q/ , .w - _ - + �., Q a I r ' I N p ,., W .w, _ Q AGGESS ROOF l� 1p _ ' I o O i N ' I I \ 1.75 x 14 LVL STRUCTURAL RIDGE P05T RIDGE DOWN TO BEARING WALL AT 12'-0" ON-GENTER OR LESS _ r I 2x12 RIDGE 1 ' - a `- I ....„,�.w„ ..,„.........,.�,.>..., ..,..,.., � 2x12 RIDGE , 2'-O" 2'-0" f y I E XTEND RIDGE TO BWL 2 ---- - ;----------- ---------- - - ---- ROOF BELOW i c'1 I BEARING WALL AT o - I ALL VAULTED - 6'-4" - 3' 6 3' 6 I ( - a ;t •� � I CEILINGS � 31-611 /RR SOLAR-READY ZONE [TIO3.31PROVIDES 36" WIDE AGGESS PATHWAYSFROM EAVE TO RIDGE WHERE SHOWN[R324.61. THE SOLAR-READY ZONE SHALL \16- REMAIN GLEAR OF OB5TRUCTION5 SUCH ASTVENTS, ETC. [TIO3.4] r �iVInX 2x6 RR AT 16" o.c, FT SEOCNI7 STORY' f5V4L PLAN SCALE: 3/16" = I ft [ o 2x10 RR AT I6" o.c. 2WALL LINE 2x10 RR AT 16" 0.6. PORCH ROOF BELOW - .,,A., ? WALL LINE ?+� IZ � (n` m O ROOF LINE N Id V z m W z Q-t � Z (L� TABLE R802.5.2 RAFTER/CEILING JOIST HEEL m Z -'n- CJ z w JOINT CONNECTIONSa, b,c,d,e,g Z o z GROUND SNOW LOAD (psf) Q >. Q LU O 20 30 m 1Y ROOF PLAN RAFTER p_ O } p< RAFTER SPACING Roof span(feet) O QC X d BWL E BNL F BWL G BWL H SCALE: 1/4" = 1 ft SLOPE (inches) 12 20 28 36 12 20 28 36 p Required number of 16d common Q 22'-4" 7'-8" 38'-6" .� i I nailsa,b per heel joint splices',a,e Z I � -.-... I..-.-._.... ..,.w..__.__...,i_,...,,.-. W.-..__......_.. .._..-..-___. I 12 4 6 8 10 4 6 .8 11 3:12 16 5 8 10 13 5 8 11 14 BRACED WALL PANEL CALCULATIONS 24 7 11 15 19 7 11 16 21 ' I I 4'-10" 3-'-0" 4'-4" I 12 3 5 6 8 3 5 6 8 entFactors Table R6a2.10. { (p 18 j 4.12 16 4 6 8 10 4 6 ,8 11 -t•..`".� .,�.,,A _ Wind Adjustm - 3 2 7 �,,.. - _ Upper o . meg u Story 24 5 8 12 15 5 9 12 16 12 3 4 5 6 3 4 5 7 - --------- -- - - -- -= ------------------------ -------- r� ------ - Numbered Lettered +� •{ :` t"� x'1 `' 31'-0°I ) ( ! I, I I W all Lines Comment 3 5 6 8 3 5 Wall Lines 5:12 16 7 9 .:��PvS� -;' I -I 24 4 7 9 12 4 7 10 13 i I I Exposure Category 1.00 1.04 Exposure B; 2-Sty -t,.� «. Roof Eave-to-Ridge Height 0.98 0.98 9'-8"; Roof Only 12 3 4 4 5 3 3 4 5 = ' f,,: _` 71� a }a a Wall Height 0.90 0.90 8'-0" 7:12 16 3 4 5 6 3 4 5 6 :�: y Number of Braced Wall Lines 1.00 1.45 2' 4 24 3 5 7 9 3 5 7 9 Additional 840 Ib Hold Down 1.00 1.00 NIA 12 3 3 4 4 3 3 3 4 I 9:12 16 3 4 4 5 3 3 4 5 .'��-14 ERE FEB D 9 2C� Gypsum Board Fastening 1.QQ 1.04 NIA _ ,u..,.... 24 3 4 6 7 3 4 6 7 : Wind Factor Total 0.882 1.279 ! I if 1.I 12 3 3 3 3 3 3 3 3 is I � s _ ( �� I I . -- - -- , ------- I I; i -- ' ' �, ' � •� � -m --- � 24 3 4 4 4 3 3 3 4 O O Braced Wall 144 mph Total Bracing 5 3 3 4 6 O �- Braced Wall Bracing Wind Factor O n Line Method Line Spacing Required Total Required Length Status _ - O O r For SI: 1 inch-25.4 mm, pound per p �p (ft) Bracing ( racing Provided [ft) square foot=0.0479 kPa, foot- m p p O O t- N WSP 27.08 a 7.27 0.882 B 6.41 017.67 OK m - kl, a. 40d box nails shall be permitted to be substituted for 16d ' Z x - 2 CS-WSP 27.08 6.42 0.882 5.66 24.33 OK O ' p common nails. O X O A GB 19.08 9.59 1.279 12.26 18.67 OK b. Nailing requirements shall be permitted to be reduced 25 d1 m B GB 14.71 7.62 1.279 9.75 24.17 OK percent if nails are clinched. O, � � � � I - C GS 12.96 6.83 1.279 8.73 26.08 OK c. Heel joint connections are not required where the ridge is I I D CS-WSP 15.58 3.90 1.279 4.99 23.00 OK supported by aload-bearing wall,header or ridge beam. d. Where intermediate support of the rafter is provided by vertical struts or o tabulated heel jointrcon connection requirements shall be LU O _ w �- O I 'i ( Wind Adjustment Factors-Table R602.10.3 2 .187 permitted to be red Y I-- �- O 1 O (p } p reduced proportionally to the reduction m N Q� _� Lower Story span. l j-'F Q Z �0 Numbered Lettered Lettered e. Equivalent nailing patterns are required for ceiling joist � to ceiling joist lap splices. p� U Z Wall Lines Wall Lines Wall Lines Comment d Q BWL 4 I --------------------- ----- - ---------------------`------------� (-'--- --- f. Applies to roof live load of 20psforless. < - Ex osure Category 1 40 1 00 1 00 Exposure B p g y p g. Tabulated heel joint connection requirements assume E- 7'_4" i Roof Eaw-to-Ridge Height 0.98 1.00 0.99 9'-8''; 1 rY-0% 9'-8" that ceiling joists or rafter ties are located at the bottom _ _. Q L � N �_ N -O" 4'-l0" + - LL I - _6 Wall Height Q.9$ Q.98 0.95 9'-$"; 9'-$"; 9"-0" of the attic space. Where ceiling joists or rafter ties are q Number of Braced Wall Lines 1.00 1.00 1.30 2; 2-GAR; 3-DWEL located higher in the attic,heel joint connection v w 0 + + 1 .._.._-._..................m__.,._.._._.._-._..- ..__..,_....,_._ .. ' Additional 800 Ib Hold Down 1.00 1.04 1.00 NIA requirements shall be increased by the following factors: 0 - Gypsum Board Fastening 1.00 1.00 1.00 NIA O= ' -- ---------- --- --- - --� Wind Factor Total Q.960 4.98Q 1.223 Ho/HR Heel Joint Connection Adjustment Factor � G GARAGE DWELLING 1/3 1.5 1/4 1.33 0 m Braced Wall 140 mph Total Bracing 1/5 1.25 -� Braced Wall Bracing Wind Factor 1/6 1.2 FIRST STORY BINL FLAN Line Spacing Required Required Length Status Line Method ftTotal 1/10 or less 1.11 SCALE: 3/16" = 1 ft { ) Bracing {ft) Bracing Provided [ft) DATE: FEBRUARY 2021 3 CS-WSP 27.00 11.80 0.960 11.33 43.17 OK where: 4 CS-WSP 27.00 11.80 0.960 11.33 36.50 OK E CS-WSP 22.33 5.47 0.980 5.36 7.08 OK Hc=Height of ceiling joists or rafter ties measured vertically WALL BRACING 8 F-GAR GB 22.33 10.93 4.980 10.71 12.33 OK above the top of the rafter support walls. ROOF PLAN HR=Height of roof ridge measured vertically above the top of F-DWEL GB 7.67 7.67 1.223 9.38 1 Q.QQ OK the rafter support walls. G GB 23.08 21.12 1.223 25.82 27.67 OK DRAWING NUMBER H CS-WSP 38.50 16.40 1.223 20.05 26.83 OK RDOF � 2x EXTERIOR WALL -----------------------------------------------------------------------I----------------------------------------------------------------- ---------------------------------------------------------- I Z I> o Im � v I — — I N - - - - - - - - - - - - - - - I — - - — — — — I R-30 BATT INSULATION O I STUD TO FLOOR JOIST v 51MP50N COIL STRAP (4)-8d NAILS AT EACH END O CEILING ----------- ------ ---I------------------------------------------f---I----------------------------------------------------------------t-------------------------------------------------------y 1L LAUNDRY I I I FAMILY BATH �^ I —— — — MASTER BATH I j 2x SOLID BLOCK 4 AIR-SEAL BETWEEN FJ - - - - /- - - - -T- - - I I - - - -� - - - - - - - - - -\ - - - - -� I 2x RIM BOARD >I I > � > I > II I I > I > I > I > I > I ' o N CAN A TILEVERED FLOOR JOIST ?�jw — o _1 WA5HER I I I LAV. I I LAV. I LAV. 1/(b" 056 8 VINYL SOFFIT TUB TUB I N FLOOR J015T TO WALL: SHOWER I 2x EXTERIOR WALL 51MP50N H2;(5)-Sd NAILS TO FJ e (5)-8d NAILS TO STUD 1-J I � — 2nd FLOOR I I I I ___ ___I _____________________a ALTERNATE WHERE FJ/STUD MISALIGNS: --- --------- ------ ----------- ---------- --- ----- --- -------------- 2 W -- --- ------- 1-1/2" W 1-1/2" W 1-1/2" W 2" W 3" W 2" W T---------------------------------- i FLOOR JOIST TO PLATES: 2:: W I I G.O. 2" W 3" W I I G.O. 2" W W 3:: I I 51MP50N H2.5;(5)-8d NAILS TO FJ, (5)-8d NAILS TO PLATES G.O. I--- I PLATES TO STUD: i ------------------------- -- --------------------------------------------------------- ------------------------------------------------------- 51MP50N H2.5;(5)-8d TO PLATES, (5)-Sd TO STUD� GEILING - - - - - _ _ POWDER — BATH 2x ROOF RAFTERS AT 16" O.G. — .- - - - - KITCHEN _ _ I } USE 6ALV. HURRICANE TIE BETWEEN — I EVERY RAFTER AND THE ROOF BEAM >� >I >I �- - - - - >1 - - - - ; 1 til DETAIL AT FLOOR 2x CEILING JOISTS AT 16" O.G. IWI I WG I j 3aIFTERGANTIL����S � S�T� �GGS HEEL CONNECTION KIT SINK � IROOF BEAM (SEE PLAN FOR SIZE) DW LAV. - LAV. SCALE: NTS iv rn to I � UG3A PRESERVATIVE TREATED ASSEMBLE WITH 10-d NAILS TUB I 12" O.G. STAGGERED ALONG LENGTH I I I I 15t FLOORI VENTED VINYL SOFFIT 1x8 TRIM BOARD -------------------------- ------------------------------- ----- ----------------------------------- ---------- --------------- -------------- - ------------------ 2" W 1-1/2" W 3" W 1-1/2" W 3" W 2" W I UPLIFT CONNECTIONS: 6518 &ALV. GOIL STRAP G.O. 2.. W G.O. 2.. H3" W B G.O. 2 W 3:: W I USE (2) AT EACH POST, TOP 8 OTTOM I 5/4"xb" DEGKING (4)-IOd NAILS AT EACH END ------------------------- ----------------------------------------- -------------- --------------------- ----------------------------------------- -------------y PERPENDICULAR TO JOISTS CEILING 4„ W (2)-8d THREADED NAILS OR G.O. 4" W 4" W (2)-No. b WOOD SCREWS AT 4x4 WOOD COLUMN 4 I EACH SUPPORTING MEMBER UG313 PRESERVATIVE TREATED I [FZ50-1•7] REST DIRECTLY ON FLOOR BEAM I FLOOR BEAM (SEE PLAN FOR SIZE) FLOOR J015T5 UG3B PRESERVATIVE TREATED (SEE PLAN FOR SIZE) ASSEMBLE WITH TWO ROW5 OF IOd NAILS FLUME I NO RISER D I AORAM, / � L U036 PRESERVATIVE TREATED 16" O.G. ALONG EACH EDGE [R507.5] —/ TO APPROVED SCALE: NTS HOUSE TRAP i SANITARY SYSTEM GRADE 4x4 WOOD POST BASEMENT FLOOR I UG3B PRESERVATIVE TREATED Z -------------------------------------------------------------------------------------------------------------------------------------------------- ----------------- PB44 HOT-DIPPED &ALV. P05T BASE ANCHOR 1 I 1 m I- J 1-1 toLu 12"(P x 6'-0" HIGH P.G. COLUMN WITH (2)-#4 Z w W Z VERTICAL REBAR ON }- z_ O z W 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 m _ � �W REBAR EACH WAY, REBAR 4" ABOVE Q Iv )-- 4 BOTTOM 'I , TYPICAL ROOF R-39 (K Lu 0.Z Z ASPHALT ROOF SHINGLES OVER 15# FELT OVER < V V 11J dJ ® 0 �" STRUCTURAL PANEL SHEATHING OVER / -� 2x10 RAFTERS AT Ib" O.G. TYi=I GSL i�Ofi�G�t DT I L p y < 1.15 x 14 LVL STRUCTURAL RIDE R-39 6" THICK 61 -CELL SPRAY POLYURETHANE FOAM (SPF) WITH Y2" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] SCALE: NTS (� (� x < (SEE ROOF PLAN FOR POST LOCATIONS) OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY[R316.6] QQ Q RIDOE TENSION ST Af=: I2 Q WRAP STRAP OVER RAFTER 8 (5) 10-d COMMON NAILS AT EACH END OF STRAP Z I . I ' I . 2x4 COLLAR TIE AT 48" O.G. .e:e«..<...�..,.R GABLE WALL INSULATION + e. (OPTIONAL) CONTINUOUS: R-5 I-INCH RIGID FOAM XPS WE T53OG STRAP-TIECAVITY: R-13 2" 5PF 2 SOLID ACH RAFTER f�' ^ , ,0(BEYOND SECTION) SEALED ATTIC INDI GTLY CONDITIONED :. " . �, r , «off SMOKE d G.O. WOOD BLOCKING 2x8 GJ AT 16" O.G. I C� ®DETECTOR IN ATTIC 1-1/4" WIDE 20—OUAOE . GALVANIZED STEEL STRAP �" �`a' r RAFTER TO STUD : �`•." '' ,R � ; EACH SIDE OF WINDOW AND y'-°"+`. •<° '""' .�,,.: TYPICAL EXTERIOR WALL R-20 NOTE.- IN THE ATTIC, 1/2" GYPSUM 1_p DOOR OPENING5. INSTALL WRAP STRAP OVER RAFTER 2x4 STUDS AT I6 O.G. INTERIOR SECOND STORY BOARD FINISH STRAP FROM TOP OF TOP (4) 8-d COMMON NAILS AT EACH END OF STRAP (2)-2x4 TOP PLATE;2x4 SOLE PLATE WA CAVITIES t LL ITI SAND SECOND � PLATES TO JACK STUD. ,Q�,I. 1I ERLll FEB U y 2021 ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED (2)-2x8 HEADERS UNLE55 OTHERWISE NOTED ON PLAN FLOOR PLATFORM. MIN. R-6 MINIMUM LENGTH BELOW IAN MANUFACTURER'S SPECIFICATION R-15 UNFAGED FIBERGLASS BATT CAVITY INSULATION DUCT INSULATION IN ATTIC. 0 HEADER = LENCTH ABOVE - WHERE RAFTER ALIGNS WITH STUD VINYL SIDING OVER HOUSEWRAP OVER R-5, I" XPS INSULATION N z BOTTOM OF HEADER OVER 1/2 STRUCTURAL PANEL SHEATHING G5-W5P Q in Q HALL m LAUNDRY BEYOND 5EGTION J (2)-1."75 x 11.8-15 LVL " DOUBLE-FRAMED Q Z Q STAIRWELL (TYP) 3/4' 5UBFLOOR IV 11.815 TJI-560 FJ AT I6" O.G. R-13 2" 6L05ED-DELL ILci ° >r Tr_ E SPF AT RIM JOIST O Z t TYPICAL INTERIOR WALL Ll! I I Q O O O, \ 2x4 STUDS AT 16" O.G. I I (2)-1.75 x 11.815 1/2" GYPSUM to a ` d NALL STU7 TO NALL STUD : (2)-2x4 TOP PLATE;2x4 SOLE PLATE I I LVL FL HDR BOARD FIN15H y a 0 V V � STRAP OVER OR UNDER SHEATHING Y2" GYPSUM WALLBOARD ON BOTH SIDES t O (4) 8-d COMMON NAILS AT EACH END OF STRAP 1st FLOOR PLATFORM SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 8 — O — WOOD FLOORING OVER R-13 2" CLOSED-CELL 5PF 2x8 PLAT I I o TENSION STfi�' i�I NO O 3/4" PLYWOOD SUBFLOOR AT RIM JOIST 2 x 12 FLOOR JOISTS AT I6" O.G. I I O J-1-1 0 ,(a O O GR055 BRIDGING AT MID5PAN , T Y `ALL Ot `tl I `1�./� N O YtL HALL PANTRY v < < ( Z I/2" GYPSUM I I SCALE: NT5 11 , J p SILL CONSTRUCTION: BOARD I I 11.1 u k W � Z 2x6 P.T. NG3B) SILL ON TERMITE SHIELD FINISH (Y ON 51LL SEAL WITH 1/2" ANCHOR BOLTS I FINISHED FLOOR V (SEE �— TYPICAL WALL DETAIL) 5TAIR5 - - o < (3)-1.15 x 11.8-75 FINISHED GRADE O STUD TO SILL PLATE : U LVL GIRDER I/2 GYPSUM �� W FINISH GRADE � BOARD FINISH WRAP STRAP UNDER SILL PLATE PER CODE SLOPE b" IN 10' MIN. AWAY FROM BUILDING (4)-3/8" LAG 5CREW5 Q O (6) 8-d COMMON NAILS AT EACH END OF STRAP v BASEMENT W O SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 8 2x8 PLAT (INDLu IRECTLY CONDITIONED) tL o O N FULL HEIGHT R.-II BLANKET WALL a a • ; r .«: .. . <. INSULATION AS MANUFACTURED BY Q GERTAINTEED CORP. ASTM E84 MAX. 1/2" GYPSUM N FLAME SPREAD INDEX 25 • BOARD i MAX. SMOKE DEVELOPED INDEX 50 FINISH m 4" P.G. FLOOR SLAB TOP OF BASEMENT SLAB DATE: FEBRUARY 2021 48" x 48" x 14" DEEP SECTIONS 8 POURED CONCRETE FOUNDATION STEM WALL P.G. FOOTING DETAILS UPON 16" x 8" Ht CONTINUOUS P.G. FOOTING w/#5 REBAR AT 8" ON-CENTER E.W. H I O H-lel I ND UPLIFT 5T APP I NO MINIMUM 3'-0" BELOW GRADE SCALE: NTS D G UMBER SECTION A NOTE: ALL METAL 5TRAPPINO SHALL BE 1 1/4" x .20 GAGE (51MPSON 0520 COILED STRAP). SCALE: I/4" = I ft A -7 STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RESIDENTIAL GODE OF NEW YORK STATE RIOI.I UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and E3vlldlnQ Code - IQ NYCRR TABLE 8301.2(1) WIND COMPLIANCE PATHWAY NOTES and publications Incorporated by reference therein. ZO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA RI05.2 BUILDING PERMIT: A building permit shall be Issued by the I- WIND DESIGN SUBJECT TO DAMAGE FROM WIND DESIGN STANDARD: 2020 RGNY5 Town prior to the start of work. A copy of the building permit V GROUND SEISMIC WINTER ICE BARRIER AIR MEAN ULTIMATE DEVON WIND SPEED: OBTAINED FROM and approved construction documents shall be kept on-site FLOOD until project completion. SNOW DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL https://hozords.oteovnr-ll.org FOR THE PROJECT LOCATION: p Speed Topographic Special wind Windborne Weathering Termite HAZARDS p gN LOAD (mph) effects region debris zone CATEGORY g depth TEMP REQUIRED INDEX TEMP N 41.0051 N "72.56650 THIS NEW RESIDENTIAL STRUCTURE UTILIZES RIO6.3 DE516N PROFE55IONAL: A Certificate of Authorization Is Z WIND DESIGN 15 NOT REQUIRED IN ACCORDANCE WITH FIGURE PRE-ENGINEERED WOOD CONSTRUCTION filed with The State Education Department entitling D'Amaro 20 psf 127 None No NoB Severe 36" M to H 15 OF Yes None 5990F-DAYS 51.0° F R501.2(5)B FOR FLOOR FRAMING AND ROOF FRAMING. Engineering and Surveying,P.G. ("Designer") to provide MEAN ROOF HEIGHT IS NOT GREATER THAN 30 FEET [TABLE professional engineering services. However, the Designer has not been retained to provide construction engineering, 0 MANUAL J DESIGN CRITERIA-Central Islip THE OWNER SFIALL NOTIFY THE TOWN AND t' 8301.2(3)] AFFIX THIS 516N IN ACGORDANGE WITH supervision nor Inspection,and therefore Is not respponsible Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXPOSURE CATEGORY: EXPOSURE B TITLE la NYGRR PART 1265. for work performance of the builder. The builder shall O Elevation Latitude temperature cooling difference Immediately notify Designer, In writing, If there Is an W heating cooling factor p g COMPONENT AND CLADDING LOADS [TABLE R50I.2(2)] DO NOT discrepancy found bet y 0 70 ft 41° North 150 99% outdoor DB 85° 1% outdoor DB 0.997 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE R301.2(5)] p y ween field conditions and plan 0) dimensions,especially with regard to existing construction. Z Ul MAIN ROOF UPLIFT CONNECTION FORGE = 200 plf (28'-O" roof 8301.2.1 WIND DESIGN: In accordance with Figure, R3o12 Bwind - Cooling temperature Wind velocity Wind velocity Coincident Winter Summer g (5) , N Daily range - span, 140 mph, pitch greater than 5:12) [TABLE 8802.11] design Is not required. This building Is designed in o difference heating cooling wet bulb humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 140 pIf accordance with the wind provisions of the 2020 RGNY5. 10°F 15 mph 7.5 mph 72°F Medium 16°F to 25°F N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 80 pIf g 4 R3O12.1.2 PROTECTION OF OPENINGS: This building in not located Q UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP In a Windborne Debris Region. CNI OF ALL BRACED WALL PANELS [R602.5.5]. 8301.2.4 FLOODPLAIN: This building Is not located in a flood # "I(l hazard area. i - V'I ,� R3O1.5 LIVE LOADS: Minimum uniformly distributed live loads: lu Attics without storage 10 psf,Attics with storage 20 psf, O Balconies 4 decks 40 psf,Rooms other than sleeping rooms 40 psf,Sleeping rooms 30 psf, Stairs 40 psf TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) R3O1b ROOF LOAD: Roof Design Load Is based on the greater zI of the 6round Snow Load (20 psf,applied per A5CE--1) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERSprojected roof live load per Table R3O1b. Span table ITEM DESCRIPTION OF BUILDING ELEMENTS a, '� SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS a b,� SPACING AND LOCATION NOMINAL MATERIAL a b dell n corresponds to the 30 psf round snow load column to OF FASTENER OF FASTENER ° THICKNESS DESCRIPTION OF FASTENER AND LENGTH Edges Intermediate account for unbalanced load cnditions. Roof Floor (inches) orches (inches) support R3O1,b NOMINAL SIZES: Dressed lumber dimensions specified on 4-8d box 2 (inches) these plans are nominal sizes. Engineered wood dimensions 4-8d box(2 YZ"x 0.113");or ( %" x 0.113"); or P 9 3-8d common(2 2"x 0.131"); or 3-8d common(2 2"x 0.131")• or Wood structural panels,subfloor,roof g and wall sheathing to framing and particleboard wall sheathing to framing (LVL,PSL, I foists,giu-lams,etc) are actual dimensions. 1 Blocking between ceiling joists or rafters to top plate Toe nail 21 Joist to sill,top plate or girder 3-lOd box(3"x 0.128")• � Toe nail p g 3-1Od box(3"x 0.128");or ,or Staple 15 a. 1 3/ 4 8 R3O2.I FIRE-RESISTANT EXTERIOR WALLS: All exterior walls and 3-3"x 0.131"nails 3-3"x 0.131"nailsUp to% 0.097-0.099 Nail 2% 3 6 projections shall be located at least 5 feet from lot lines and are not fire-resistance rated. 4-8d box(2%" x 0.113");or 8d box(2Y2"x 0.113 ) 4"o.c.toe nail Staple 16 ga. 1 Y4 3 6 R3O2A FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common(2%"x 0.131");or Per Dist toe nail 22 Rim joist,band joist or blocking to sill or top plate 8d common(2 2" x 0.131");or 0.113 Nail 2 3 6 WALLS AND CEILIN65: 6ypsum wallboard Is a Glass A finish 2 Ceiling joists to top plate 3-10d box(3"x 0.128");or (roof applications also) l Od box(3"x 0.128");or 6"o.c. toe nail 1%2 and% Staple 15 and 16 ga.2 4 8 having a Fcc = 15 wmax. 200) and a 501 = O (req'd max. 450);and ompliesr, with Code. 3-3"x 0.131"nails 3"x 0.131"nails 0.097-0.099 Nail 2% 4 8 �: �: 1 �� �� Staple 14 a• 2 8302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter,laps over 4-1Od box(3 x 0.128 ),or 3-8d box(2 2 x 0.113 ), or p g 4 8 INSULATION: Exposed Insulation that Is not Installed In 3 partitions [see Sections R802.3.1 R802.3.2 and Table 3-16d common(3 2" x 0.162")• or Face nail 2-8d common(2 2"x 0.131"); or Staple 15 ga. 1 4 3 6 concealed spaces having substantial contact with cavity R802.5.1(9)] 4-3"x 0.131 23 1"x 6" subfloor or less to each joist 3-IOd box(3"x 0.128");or Face nail 2 32 and Y4 1 surfaces shall have a F51 s 25 and a 5DI � 450. See plans ( )] ) 0.097-0.099 Nail 2/ 4 8 for exposed Insulation values. 2 staples, 1"crown, 16 ga., 1 Y4" long Staple 16 a 2 Ceiling joist attached to parallel rafter(heel joint) p g 4 8 R302.11 FIRE BLOCKING: Use approved material to fireblock 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail 3-16d box(3 2"x 0.135"); or Staple 14 ga. 2Y4 4 8 around all penetrations of the floor and ceiling planes,and R802.5.1(9)] 24 2 subfloor to joist or girder I „ Blind and face nail 2-16d Common 3 / x 0.162 i where otherwise specified by the 2020 RGNYS. ( ) 0.113 Nail / 3 6 3-16d box(3 Y2"x 0.135")• or 1 Staple 15 ga.2% 4 8 8302.12 DRAFT5TOPPIN6: Not needed for this project. 4-1 Od box(3"x 0.128");or 25 2"planks(plank&beam-floor&roof) � „ At each bearing, face nail 5 Collar tie to rafter,face nail or 1 Y4" x 20 ga. ridge strap 3-IOd common(3"x 0.148")• or Face nail each rafter 2-16d common(3 x 0.162) 0.097-0.099 Nail 2 4 8 R3O2.I3 FIRE PROTECTION OF FLOORS, Not needed for this to rafter 4-3"x 0.131 ) 3-16d common(3 Y2"x 0.162");or SPACING` O FASTENERS project under Exception 4. 4-1 Od box 3"x 0.128" or NOMINAL MATERIAL a,b 8302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed 3-16d box 3 2"x 0.135" • or ( )� DESCRIPTION OF FASTENER AND LENGTH a luminaires shall be IG-rated I/A/W NI1O2.4.5 with separation ( 2 toe nails on one side and 1 toe 26 Band or rim joist to joist End nail THICKNESS Edges Body of anel �J 3-IOd common(3"x 0.148"); or 4-3 x 0.131 nails; or (inches) inches g Y p p g• 6 Rafter or roof truss to plate (inches) ) (inches) from Insulation per listing. - nail on opposite side of each rafter 4-3"x 14 ga. staples, %6" crown ) (inches) inches 4-1 Odbox(3"x 0.128"); or or truss' R3O8.4 HAZARDOUS GLAZING LOCATIONS, Tempered glass or 4-3"x 0.131"nails Nail each layer as follows: 32" o.c. Floor underlayment; plywood-hardboard-particleboard r-fiber-cementh other approved safety glazing material shall be Installed in O 20d common(4"x 0.192");or and adjacent to door panels;within 60 Inches of wet surfaces; m at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. lu m Z 4-16d box(3 2" x 0.135");or 3-lOd common(3"x 0.148");or lOd box(3"x 0.128"); or 24"o.c. face nail at top and bottom 3d,corrosion-resistant,ring shank nails R3041.1 6AiZA6E FLOOR SURFACE: tiara a floor shall be 5-Inch Z tr W_ Toe nail 3 6 g }- Z <,t cQ Z V4-10d box(3"x 0.128");or 3 x 0.131 nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 1/4-inch per foot toward vehicle --1 tr O--I W Roof rafters to ridge,valley or hip rafters; or roof rafter 4-3"x 0.131" nails 27 Built-up girders and beams,2-inch lumber layers r� 7 ' m And: �� � Staple 18 ga., s long,Y4 crown entry doorway. Q V \ �� � O finished flooring other than the R3lo EI-ER6ENCY ESCAPE AND RESCUE OPENINGS: It Is the .i� v U O 4 L O to minimum 2 ridge e bea 2-20d common 4 x 0.192 or ( g ) 3 6 QC Z g 3-16d box(3%2"x 0.135");or ( )' Face nail at ends and at each splice a builder's responsibility to verify that window units supplied by d Q- d O W 2-16d common(3 2" x 0.162");or 3-10d box(3 x 0.128 ); or 1%long x.121 shank x.375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for 1)- � V� End nail 3-3"x 0.131"nails 8 8 emergency escape and rescue openings where required. Q J m OL 3-1 Od box(3"x 0.128"); or (galvanized or stainless steel)roofing nails(for file finish) fL x- < 3-3"x 0.131"nails 1 long,No. 8 x.375 head diameter,ribbed wafer-head screws 8311.7 STAIRWAYS: Interior stairways shall be pre-assembled A- 0 O > d I 4-16d box(3 2"x 0.135");or g 8 wood units. The maximum riser height shall be 8-1/4 Inches and ry O 4 Wall for tile finish p 28 Ledger strip supporting joists or rafters 3-16d common(3%"x 0.162");or At each joist or rafter, face nail ( ) the minimum tread depth shall be a Inches,plus nosing where Z Q 16d common(3 2"x 0.162") 24"o.c. face nail 4-1 Od box(3"x 0.128");or Plywood required. Provide handralls per Code. •G[ < 8 Stud to stud(not at braced wall panels) 10d box(3"x 0.128");or „ 4-3"x 0.131"nails 1 %4 ring or screw shank nail-minimum 8312.1 6UARD5: Walking surfaces more than 30 Inches above 16 u o.c. face nail 1 5 1 3 6 grade,and steps leading thereto, shall have guards that x 3"x 0.131"nails 2-1Od box(3 x 0.128 ),or 2-8d common /and/6 12 2 ga. (0.099 )shank diameter conform to Code. C� X 29 Bridging or blocking to joist 2%"x 0.131" • �� Each end,toe nail 16d box(3 2"x 0.135");or ( ), or 2-3 x 0.131 nails Staple 18 ga., %,Y16 crown width 2 5 Stud to stud and abutting studs at intersecting wall 12 o.c.face nail SPACING OF FASTENERS 83122 WINDOW FALL PROTECTION: Windows with slllls less than 9 3"x 0.131" nails i1 s Is t 1 2 ring or screw shank nail-minimum a 24" above finished floor and greater than'12" above grade corners(at braced wall panels) 1 " „ /2, /s, /2 and/2 1 6 8 shall be protected per Code. 16d common(3 2 x 0.162 ) 16 o.c. face nail DESCRIPTION NUMBER AND Intermediate 12 2 ga. (0.099 )shank diameter 16d common(3%2'x 0.162") 16" o.c. each edge face nail TEM OF BUILDING ELEMENTS TYPE OF FASTENERa°b'` Edges h supports`,' 12 ring or screw shank nail-minimum 8314 SMOKE ALARMS AND HEAT DETECTION. Interconnected "..•..«,,,^ (inches) 10 Built-up header(.?"to 2"header with YZ" spacer) smoke alarms,carbon monoxide alarms,and heat detection +` •...,"•p��Y"'� 12" o.c. each edge face nail (inches) t9 232 s 12 2 ga. (0.099" shank diameter 3 6 16d box(3 2"x 0.135 ) g /2, g, and/ ) alarms shall be Installed at all locations shown an the plans. C1 m . G t '/ w rt 5-8d box(2Y2"x 0.113 ),or Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 ga., 1 72 6 8 R3I5 CARBON MONOXIDE ALARMS: Install at all locations y`I�"�''" see Table R602.3 3 for wood structural panel exterior wall sheathing to wall framing] e 11 Continuous header to stud 4-8d common(2%"x 0.131");or Toe nail [ O P g gl Hardboard specified on the plans. 30 /s /2 „' „ 1 p p p plans 4-1 Od box(3"x 0.128") s �� 1 � 6d common(2 x 0.113 )nail 6 12f 12 long ring-grooved underlayment nail 6 6 8317 WOOD DECAY PROTECTION: Lumbers specified In the 16d common(3 2"x 0.162" 16"o.c. face nail (subfloor,wall) 0.200 4d cement coated sinker nail 6 6 as pressure preservative- treated (P.TJ shall be to } l ) accordance with AWPA UI for the intended use and location. � t,I'•.,, ,.f,� y�'_ 12 Top plate to top plate 31 1%2" - 1" 8d common nail 2 2"x 0.131 6 121 Sta le 18 a /lon lastic coated 3 6 Fasteners shall be hot-dt ed galvanized steel, stainless -�' '�, a .`'•t;^ °" �` l Od box(3"x 0.128 ); or 12"o.c. face nail g ) pp g a. H l Od common 3 x 0.148 nail;)or p g copper greater • €,A y N ��" +d ,: ,: steel silicon bronze, co er or 1/2 diameter or 3 x 0.131 nails 1 „ - 1 „ ( ) 6 12 Particleboard steel bolts. 32 1/x 1/4 1 „ 8d(2 2 x 0.131 )deformed nail � 4d ring-grooved underlayment nail 3 6 3 R4O1.4.1 6EOTECHNIGAL: Footings and foundations shall rest on 1 „ Other wall sheathingg Staple 18 ga., /long, /6 crown 3 6 undisturbed soil with a minimum load-bearing value of 2,000 DELIVERED FEB J 221 8-16d common(3 x 0.162 );or Face nail on each side of end joint 1 „ psf. Visually graded soils that have this load-bearing value 12-16d box(3 2" x 0.135"); or „ 12 galvanized roofing nail, X16"head 8 Include G 6d ring-grooved underlayment nail 6 10 W s 6P-gravel and sandy gravel;6M 4 6G-511ty and 13 Double top plate splice (minimum 24 lap splice length 33 � structural cellulosic fiberboard sheathing diameter,or 1"crown staple 16 a. 1 %" ion 3 6 12-IOd box(3" x 0.128");or each side of end joint) p g g Staple 16 ga., 1 y long,8 crown 3 1 6 clayey gravel;SW 4 5P-sand and gravely sand;5M 4 SG-silty La 12-3"x 0.131"nails s „ „ and clayey sand. Unsuitable subsoil material encountered 1 /4 galvanized roofing nail, /6 head 6d ring-grooved underlayment nail 6 10 aurin excavation shall be excavated and replaced in-situ 1` 34 232" structural cellulosic fiberboard sheathing 1 „ 2 diameter,or 1 crown staple 16 ga., 1 /4 long 3 6 2' s Staple 16 ga., 1 %long,%crown 3 6 with /4" crushed stone to a minimum depth of 8 Inches or ROBE. O ti- 16d common(3 2" x 0.162") 16"o.c. face nail d 1 Y2" galvanized roofing nail; staple galvanized, R4O22 CONCRETE: Basement walls,foundation walls,exterior O Bottom plate to joist,rim joist,band joist or 35 2 gypsum sheathing 1 2" ion 14" screws,Type W or S 7 7 P Yp For SI: 1 inch=25.4 mm, walls and other vertical concrete work exposed to the >r 14 blocking(not at braced wall panels) 16d box(3 Y2' x 0.135");or 12"o.c. face nail g, weather shall be air entrained stone concrete with a minimum n compressive strength of f'o=3,000 psi at 28 clays. Porches, O O OL i 3"x 0.131"nails 5 „ d 1 %" galvanized roofing nail; staple galvanized, p g p y . 36 / gypsum sheathing s „ s ,+ 7 7 a. Nail is a general description and shall be permitted to be T-head modified round head or round head. carport slabs and steps exposed to the weather,and garage (� m 1 / long; 1 / screws,Type W or S g P Bottom plate to joist,rim joist,band 'Dist or 3-16d box(3%"x 0.135");or 3 each 16 o.c. face nail � floor slabs shall be air entrained stone concrete with a b. Staples shall have a minimum crown width of 16-inch on diameter except as noted. minimum compressive strength of f a-3,500 psi at. 28 days. O 0 15 2-16d common(2Y2"x 0.162");or 2 each 16"o.c. face nail Wood structural panels,combination subfloor underlayment to framing P g p O blocking(at braced wall panel) c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. dJ V m 4-3"x 0.131"nails 4 each 16 o.c. face nail 6d deformed(2 x 0.120 )nail; or Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. R4O3.1.4.1 FROST PROTECTION, Exterior footings and foundations O �p 37 4" and less 1 „ 6 12 p p pp systems shall extend below the frost line, i.e.,to a minimum �L f 8d common(2 2 x 0.131 )nail y 4-8d box(212"x 0.113"); or d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 3'-0" below finished grade. 3-16d box(21Y2"x 0.135" or „ _ 8d common(2 2"x 0.131")nail; or e. For 5-ply panels,intermediate nails shall be spaced not more than 12 inches on center each way. )� 38 / 1 1 „ 6 12 R4O4.1.1 BACKFILL: Backfill shall not be placed against - Z 4-8d common(2 2"x 0.131");or 8d deformed 2 2 x 0.120 nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 y p - Toe nail ( ) Y foundation walls until cured a minimum of l days. Brace to , 4-1 Od box(3"x 0.128")• or l Od common(3"x 0.148")nail; or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speer is less than and bottom of wall during backfill placement. Z O' IL 39 1%" - 11/4" � 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using � O E-- 4-3"x 0.131"nails 8d deformed(2%"x 0.120")nail 8502.1 WOOD FLOOR FRAMING: Load bearing dimension lumber O Y � � Q � 16 Top or bottom plate to stud the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer N - V 3-16d box(3Y2" x 0.135");or h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336,Category C. lumber (LVL) shall have a minimum Fb=3,100 psi and modulus W � Z 2-16d common(3 2" x 0.162");or End nail For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. E=2.0 x I0^6. LU 3-10d box(3"x 0.128");or R6O2 WOOD WALL FRAMING: Load bearing dimension lumber shall < Q p V 3-3"x 0.131"nails a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and beDou las fir-larch No. 2 or better. Studs shatll be a minimum �- p sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL No. 3,standard or stud grade lvmber. x < J 3-IOd box(3"x 0.128");or 0.192 inch 20d common nail 90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch and 100 a,b,c 4 ( >> g g WALL SHEATHING USED TO RESIST WIND PRESSURES 8702.3 GYPSUM BOARD: All Interior walls to be covered with)4 ,- 17 Top plates, laps at corners and intersections 2-16d common(3 Y2" x 0.162");or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped,sparkled and painted;unless otherwise 3-3"x 0.131"nails noted on plans. 6 1) _ b. Staples are 16 gage wire and have a minimum /6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN V W 0 MINIMUM WOOD MAXIMUM PANEL NAIL 3-8d box(2 2"x 0.113");or c. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or greater. MINIMUM NAIL NOMINAL WIND SPEED V"It 8-103.3 SIDING: Exterior wall covering shall be vinyl siding tested �� STRUCTURAL WALL STUD SPACING the manufacturer for use In hI h wend regions sand installed V 2-8d common(2 2 x 0.131 ) d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. PANEL (mph) g - g W 0 O 18 1"brace to each stud and plate 1 ' 'or PANEL SPAN SPACING with fasteners In strict accordance with the monvifocturer's O tu pC Face nail e. S acin of fasteners not included in this table shall be based on Table R602.3 2 . THICKNESS Instructions for high-wind regions. Use stainless steel nails for IL I- 2-lOdb0x(3 x 0.128 ),or Spacing ( ) Penetration RATING (inches Edges Field Wind exposure category � g O f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 418 Size inches ) fastening vinyl siding on buildings located within 3,,000 feet of 2 staples 1 3/" (inches) (inches) (inches o.c.) (inches o.c.) g C D the ocean line. `Q Q inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less O 3-8d box(2Y2"x 0.113"); or than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed is 130 mph or greater but 6d Common 1.5 24/0 8 16 6 12 140 115 110 R8O2.1 WOOD ROOF FRAMING: Load bearing dimension lumber O m 2-8d common(2%2'x 0.131"); or less than 140 mph. (2.0"x 0.113") for rafters, trusses, roof beams and telling foists shall be -1 19 1"x 6" sheathingto each bearing „ , Face nail Douglas fir-larch No. 2 or better. g 2-lOd box(3 x 0.128 ),or g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard 8d Common 16 6 12 170 140 135 g 2 staples, V crown, 16 a., 1 Y4" long sheathing shall conform to ASTM C 208. 2.5 x 0.131 1.75 24/16 %6 R8o6 ROOF VENTILATION: Soffit vents shall be provided with a p � g g g ( ) 24 6 12 140 115 110 1� h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required minimum net free ventilating area of Xso of the area of the DATE: FEBRUARY 2021 ` 3-8d box 2/2"x 0.113" or vented space within the soffit. Attic Is unvented. ( )� blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges 3-8d common(2Y2"x 0.131");or supported b framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to For SI: 1 inch=25.4 mm, 1 mile per hour=0.447 m/s. R9O52 ASPHALT SHINGLES: As halt strl shingle wrappers shall PP Y g q g g g p g p � �' � 9 PP 3-10d box(3"x 0.128"); or the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be be labeled to Indicate comp lance wt ASTM 0-7158 Glass 6 NOTES a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 or H,or ASTM D-3161 Glass F, and shall be fastened In 3 staples, V crown, 16 ga., 13/4" long supported b framing members or solid blocking. p e 1p pp p y p Y g P Pp Y g g accordance with the manufacturers instructions to achieve i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule provide two toe nails on inches on center shall be applied with panel strength axis perpendicular to supports. that rating. Use a minimum of six nails per strip shingle. Use 20 1"x 8" and wider sheathing to each bearing Wider than 1 x 8 Face nail � p gJ �P g' p p g one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when building within 3,000 feet of 4-8d box(2 ,:x 0.113:, the opposite side of the rafter shall not be required. saltwater. t ); or Lateral bracing requirements shall be in accordance with Section R602.10. DRAWING NUMBER 3-8d common(2Y2"x 0.131");or j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. c. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 810062 AIR SUPPLY, All combustion air for foctory-built 3-1 Od box(3"x 0.128");or span rating. Plywood siding rated 16 o.c. or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. fireplaces shall be provided from the exterior of the dwelling 4 staples, V crown, 16 ga., 1 4" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. In accordance with the UL listing. A == a THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING JOIST DETAILS ( ) Load bearing or braced/shearwall Plate nail-16d 0.135"x 3Y" at above(must stack over wall below) Load bearing or braced/shear wall above Plate nail, 16d(0.135 x 3 Yz") 12"on-center 1 9 R Plate nail, 16dent(0.135"x 3 Y") When sheathing thickness exceeds 7/", 2x stud wall at Floor panel nail- Blocking panel: 1/a"TJ®Rim Board, 1 (must stack over wall below when present) U ALLOWABLE HOLES - TJ 1 @ Joists at 16"on-center at 16"on-center _ � ® No toad bearing Z trim sheathing tongue at nm board 16"on-center 8d 0.131"x 2/z" at 6"on Ya'TimberStrand LSL or TJI joist. 9 p Web stiffener ( ) 1Yz"hole may be cut Q Blocking panel: � wall above Min.distance from Table A Min.distance from Table B 1Ya"TJ@ Rim Board, 1%" Plate nail-16d(0.135"x 3/2") Blocking panel: anywhere to web out- V required on both Web stiffeners required on 2x4 minimum Web stiffeners DO NOT side of hatched zone TimberStrand© LSL or at 16"on-center* 1Ys"TJ®Rim Board, cut or notch flan sides at A2W ONLY both sides at A3.4W ONLY TJI®joist Floor panel nail- Sheathing squash blocks required each side 9e• 8d(0.131"x 2Yz")at 6"on-center* boundary nails, at B3W ONLY or TimberStrand® LSL 8d(0.131"x 2Y2")a 1Y4"TimberStrand® or TJI®joist Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. Y16"-, Web stiffeners 6" Ll O 0 6" Q nail each side at A3._W B1 B1 W required on both V sides of both joist 6" L+ 2 x D+ D+ Close/ rou ed round _L2_ 2 x L D • Toe nail-10d(0.131 j y g P 2 z 6" 6" Toe nail, Toe nail, 1Ya"TJ®Rim Board A3/A3W When sheathing ends at B4W ONLY No field cut minimum holes are permitted if minimum No held cut Do not cut a ( x 3")at 6"on-center 10d(0.131 x 3") 10d(0.131 x 3") TJI®rim joist thickness exceeds 7/8", 12" Web stiffeners re uired DO NOT holes In (applies to all holes the group perimeter Holes rn notes farger Q at 6"on-center at 6"on-center only)or min. q End of joists at hatched meets re uirements for hatched + u- • 1Ya"TimberStrand® LSL. trim sheathing tongue 3 on both sides at B1 W cut holes In cantilever except knockouts) q than 1/^rn For rim board thicker than 1/4 centerline reinforcement. zO"B3 round or square holes. zones cantilever 0 TJI®rim joist at rim board and B2W ONLY Web stiffener -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support Table A - End Su ort W Toe nail-10d(0.131"x 3") required on both Must have 13/4"minimum at 6"on-center* Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels may be required pp Q a * sides at Al W ONLY * joist bearing at ends. Attach * support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe B2 B2W Blocking panels may be requi'ed with braced/shear B3 B3W with braced/shear walls above or BQ B4W Minimum distance from edge of hole to inside face of nearest end support Z N Ai Al W A2 A2W rim joist per A3 detail. A3 A3.1 A3.2 A3.3 nail from side of parallel closure into rim board. walls above or below-see detail B1 below-see detail B1 JOIST Tile ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 A3.3 *For additional installation specifications see Rim Board A3.4 t 1F DEPTH2" 3" 4•' 5•' 6y" 7" 87/a" 11" 13„ T, 3„ 4- 5„ 6Y„ T, 8%" 11" 13"O O Oy Nail through 2x cantilever,wood backer and 110 r-o" r-s^ 2'-0" T-0" 5'-0" r-0" r-6" 2'-6" T-6" 4'-6" N Details and Installation in Weyerhaeuser Installation Guide 1Y"TJ®Rim Board or 14"TimberStrand® LSL. BlockingTJIO joist web with 2 rows 10d(0.148"x 3") Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. for Floor and Roof Framing,TJ-9001. 9�„ 210 1'-0~ 1'-s" 2'-6" T-0" 5'-6" 1'-0" 2'-0" T-s" 4'-0" 5'-0" - Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. z3a 1'-s" 2'-0" z'-s'• 3'-s" 5'-s" 1'-0" z'-o" 3'-0" a'-s" s'-o" (� � top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3/")nails with 3/"TJI® 360 1'-6" 2'-0" T-0" 4'-0" s'-o" 1'-6" 2'-6" T-6" 5'-0" 5'-s" N with connections equivalent to floor panel joist flange widths. 560 1'-6" 2'-6" T-6" 5'-0" T-0" 2'-0" T-0" 4'-0" 5'-6" 6'-0" 6'-0"length of TJI®joist 8"diameter maximum hole for 11/"- 1 „ 110 r-o" r-0" r-6" 2'-0" 2'-6" T-0^ 6-6" r-0" r-6" 2'-0" 2'-6" 4'-6" 5'-0" s'- " # g 1Y"TJ®Rim Board 1/4 TimberStrand® schedule. reinforcement and filler 16"deep blocking panels;6"diameter 210 r-o" r-s" r-o^ r-o~ 3'-0" 3•-s" s'-0" r-o" r-6" r-s^ 3'-0^ s-o^ 5'-6^ 6'-6° _ LSL.Nall with 10d(0.131"x 3")nails, Attach reinforcement to joist11'/" 230 1'-0" r-6" T-o" r-s" T-0" T-6' s'-6" r-0" 2•-0" z•-s" T-6" F-s" F-6" T-o" 4'-0"length of 8"diameter maximum hole for 11%8"- block.Use 4'-0"length maximum for blocking panels 9Yz"deep one each at top and bottom flange. 12" 360 1'-6^ T-0" 3'-0" T-6" 4'-6" 6'-0" T-0" 1'-6" 2'-6" 3'-s" a'-s" s'-s~ s'-s~ 7'-6~ 8"diameter maximum hole for 11 3/4"reinforcement on 16"deep blocking panels;6"diameter with 9Y2"and 11%8"TJI® or shorter than 12"long. with one 8d(0.131"x 2/ ) one side at E2,both joists. Do not cut flanges. Attach reinforcement to joist nail at each corner F1 applies to 560 1'-s~ T-6" T-0~ 4'-0" 5'-s' s'-o" a'-o" 2'-s" T-6" 4'-6" 5'-6" T-0" 7'-6" a'-0- 7 maximum for blocking panels 9Yz" j g pp y 210 10 1-0110 " 1-0" 1'-0" 1'-6" 2-0" 2'-6" 3'-s" 6-0" 1-0" 1'-0" 2-0" 2-6" 4-0" 4--b- 6'6" 8-6" Web stiffeners /8"-16"deep blocking panels;6" sides at E3 deep or shorter than 12"long. with one 8d(0.131"x 2)'z") Horizontal blocking uniform) Load from above required on both diameter maximum for blocking 1Y8"TJ®Rim Board 1Ya" nail at each corner Do not cut flanges. panels between each loaded joists 1a" z3o r-o~ r-o" r-0" r-6" z'-6" 2'-s^ 4'-0" T-o" r-o° 1'-0" T-0" T-0" a'-o" F-0" T-0" 9'-0" ,n sides at E1 W ONLY panels 9Y2°deep or shorter than TimberStrand®LSL. Nail with joist. Nail to top plate with only. iso 1'-0" 1'-0~ 1'-s" 2'-6" 3'-6" 4'-0" 5'-6•' 8'-0" 1'-0" ,'-s" 2'-6" a•-o" s'-0" 6'-6" e'-o" 9'-6" v J 12"long. 1 10d(0.131"x 3")nails,one 12"length of%4" connections equivalent to Wood A �d` 560 r-o" r-0" 2'-0" T-0^ a'-6" F-0" s'-6^ 9'-0" r-s" T-0" 4'-0" F-0" T-0" T-6" 9'-o" 10'-0" - Y6"• Do not cut flanges. 1Y8"TJ®Rim Board or 1/4" each at top and bottom flange. reinforcement on floor panel schedule. backer ad`s�e� � 210 r-o" r-0" 1'-0" r'-o- r-o" 1'-6~ 2'-6" T-s" 6'-0" 1'-0" r-o^ 11'40" T-0" T-0" T-6" 6'-6" V-o" 11'-0^ to TimberStrand® LSL.Nail with as R` (\ e dg� 16„ 230 1'-0" 4'-0" T-0" 9'-0" 11'-0" one side at E5, 12"length of 3/" \ \� gt Ga \Oa 360 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 2'-6" 4'-s" 6'-6" 9'-0" 1'-0" 1'-0" 1'-6" 3'-0" 5'-0" 5'-6" 9'-0" 10'-0" 6" 10d(0.131"x 3")nails,one Attach reinforcement to both sides at E6 ��2 e� c�` each at to and bottom flange. Full depth vertical reinforcement on one side ���� ��0 560 r-o° r-o° r-o" r-o" z'-s° 3'-0" 5'-0^ T-s° 10'-0" r-o° r-o° 3'-0" a'-s° 6'6" ^ 10'-o° 1121 1z'-o° p 9 joist web with 3 rows P oa �'t` � 10d(0.148"x 3")nails at 6" blocking between at ET both sides at E8 F1 �e� 4" 5" 6" 7 8" 10" 1z" 15•• 111' a" 5 6" 7" a' 10" 1z" 15" 17"Attach reinforcement on-center,clinched.Use 2 each joist 18„ 360 ,'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 5'-6" 10'-0" 1'-0" 1'-6" 3'-0" 4'-6" 6'-0" 10'-0" 11'-0" 13'-6" 2x4 minimum to joist flange with 1 ^ 7 E7 E8 Less than 5" 1 9 2", �` rows with 9/ and 11/' Less than 5" 5so r-o" r-o° r-o° r-o" r-o" a'-s^ r-o" 111-o^ r-o" 3'-6^ s'-o" s'-s^ e'-o^ ,r-o^ 1z'-0" 1a•-s^ squash blocks \�` 360 1'-0" 1'-0" 1'-0" 1'-0" V. 2'-0" 15'-6" p 8d(0.131"x 2y2")nails at 6" a� TJI"joists. 20" 2', �t(` �` I Gap* WEB STIFFENER ATTACHMENT 5so 1'-0" 1'-0" 1'-0" 1'-0" r-o" ts'-o° 1Ya"TJ®Rim Board or \� on-center.When reinforcing E5 E6 I- CS Use 2x4 minimum squash blocks to 1%"TimberStrand® LSL. Face grain �a� both sides,stagger nails. O Ya minimum Table B - Intermediate Or Cantilever Support transfer load around TJi®joist O O Nail with 10d(0.131"x 3") O O horizontal E4 Not for use with 3'/2"TJI®joist flange widths 1 234"maximum pp E1 E1 W nails,one each at top and E2 E3 (1Y"for TJI® Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever sup ort bottom flange. Option#1: 560,560D) See sizes below. JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE TJI® EXTERIOR DECK ATTACHMENT Apply subf/oor TJIS joist blocking with end Web stiffener both sides. DEPT" 2•' 3" a" 5" 6Y," 7" 8%' 11" 13" 2" 3" 4" 5" 022" 7•' 6'/e" 11" 13" adhesive to all blocks installed at%joist-span See sizes below. *Witt,point load from above,and no support 110 T-O" 2'-6" 3•-6" 4'-6" T-6" 1'-s" 2'-6~ T-6" 5'-6" s'-s^ Flush bearing plate required. Structural exterior sheathing locations using p PP Hanger height must Double TJI®Joist Filler Block: Hanger Backer Block:Install tight Maximum Y4"overhang Contact surfaces 1 " * below,install web stiffener tight to top flange y�" 210 2'-0" 2'-6" 3'-6" F-0" 8'-0" 2'-0" T-0" 4'-0" 6•-6" T-6" g g Flashingtwo 8d(0.113"x 2/ ) � Ti ht fit z3a r-s" 3'-0^ a'-o" s'-s" e'-s" z'-o" 3'-s" a'-6^ 6'-s^ r-s^ be a minimum of 60% Attach per the table.Clinch to top flange(tight to bottom permitted at beam. g (gap at bottom flange) ofjoist depth nails or iso 3'-0^ a'-o^ s-s° 6'-6^ 9'-0" 3'-0" a•-s^ 5'-6" T46^ a'-o" nails when possible. flange with face mount hangers). a� 1 " Nailing Requirements 560 T-6" 5'-0" s'-o" T-6" 10'-0" 4'-0" F-6" 6'-6" 8'-0" 9'.0- Clinch nails when possible. 1 Treated �1°`S�sQ a� 2/ styp cal TJI®Joist Series Depth Stiffener Size Type Number Nails 110 1'-0" 1'-0" r-6" 2'-6" 4'-0" 4'-6^ 8'-6" ,'-o" 11-6" z'- " a'- " T-0- ledger $d` End Intermediate 210 1'-0" 1'-0" 2'-0" T-0" 4'-6" F-0" 9'-0" 1'-0" T-0" T-0" 4'-6" 8'-0" 8'-0" 10'-0" w See fastener 110 All 5/a"x 2Yfi'(„ 111/" 230 1'-0^ T-0" 2'-6" T-6" 5'-0" 5•-6" 10•_0~ 1'-0" 2'-6" 3'-6" 5'-0" 8'-6" 9'-0" 10,_6" 1Y8"TJ®Rim Board or 1Ya" 21D All X Z�g" 360 2'-0" T-0" 4'-0" F-6" T-0" T-6'• 11'-0" T-0" T-6" 5'-0" T-0" V-6" 9'-6" 11'-0" -••' : .. table below.Maintain 3 „ s ni 8d Top mount 2"distance(minimum)from TimberStrand® LSL. 230&360 All 7/"x 25/s'(') (0.113"x 2Y2") 3 3 110 1.41 1.0" r'-o" 1-0" 2'-0" 2'-6" 1a 6" 8'-6" 1-0" r-0" 6'-0" 2-6" �5'-0" 16'-0" 19'-0" 12'-0" hanger Option#2: edge of ledger to fastener. 2x_strapping installed at% 16d 210 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-0" 5'-6" 9'-6" 1'-0" 1'-0" 2'-0" 3'-6" 6'-0" 7'-0" 10,_0" 13•••0„ Face mount Backer block joist-span locations using two 2 560 All 2x4'Z' 14" 230 1'-0" r-0" r-o~ 2'-0" T-6" 4'-0" F-O" 10'-6" r-o" r-0" 2'-6" 4'-0" s'-s" T-6" 1 V-o" 13'-6" both sides of web Allowable Load(lbs) 1 „ (0.135"X 3y") 360 1'-0" 1'-0" 2'-0" 3'-6" 5'-6" V-0" 8'-6" 12'-6" 1'-0" T-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0" hanger / screws per joist,typical 18" 4 4 560 1'-0" 1'-0" 1'-6" 3'-6" 5'-6" 6'-6" 9'-6" 13'-6" 1'-0" T-0" F-0" 7'-0" 10'-0" 11'-0" 13'-s" 15'-0" with single TJI®joist Fastener 1Ya"TimberStrand® 1Ys"TJ®Rim Board LSL rim board 560D 20' 2x4(Z' 16d 5 5 210 10'-0" r-o" r-o° ,'-o° r-s" a'-s" s-s° ,o'-o° ,z'-s" 1s'-0" Option#3: 1 Web stiffeners required if sides of YZ"lag bolt 610 aso Direct/ applied ceiling 22"(3' (0.135"x 3/ ) 6 11 16" 230 r-o^ r-o•' r-o^ r-0" r-s^ z'-o° a'-o^ s•-s~ 111-o" r-o~ r-o^ r-o^ z'-s" 5•-0° s'-o" 10'&"_.1.T-6-116'-6" With top mount hangers,backer block required only Y PP 9 H1 hanger do not laterally support at H2 H3 24"(" 6 13 360 r-o^ r-o^ r-o~ r-o" 3'-0^ a'-o^ s'-s" 10'-0~ 13'-s" r-o~ r-o" z'-o^ a'-o" T-s" e'-s^ ,3-0" 14'-67]1r-o" O 3 „ ®. 2 for downward loads exceeding 250 lbs or for uplift O • Corrosion-resistant fasteners required for wet-service applications. P61 least/ of TJI joist top flange LA When specified on the layout, one Of W 560 1'-0" 1'-0" v-0^ 1'-o" 2'-6" 3'-6" T-0" 11'-0" 15'-0" 1'-0" 1'-0" 3'-s" 5'-6" 9'-0" 10'-0" 14'-6" 16'-0" 1S'-o" conditions.For nailing requirements see page 5,TJ- O (1)PS1 or PS2 sheathing,face grain vertical the bracing options above is required 2 Construction rade or better 4" 5" s" 7" 6" 10" 1z 15" 17•• 4•' 5" 6" 7" 8" 10" 12•• 15'. 1T 9001, Weyerhaeuser installation Guide for Floor and (3)Web stiffeners are always required for 22"and 24"TJI®560D Joists 360 1'-0" 1'-0" 1'-0" 1'-6'• T-0~ s'-0" 9'-0" 15'-0" 1'-0'• 1'-6^ 4'-0" 6'-6" s'-o^ ta'-s" ts'-s" ts'-s' Z v Roof Framing, TJ-9001. 18" 560 1•-0" 1'-0" 1'-0" 1'-0" 2'-0" 6'-0" 10-0. 16-6" 1•-0" 3'-6'• 6'-0" 8'-6" 1V-6" 16'-6" BEAM DETAILS FASTENING of FLOOR PANELS 360 ,'-o" 1'-o" 1'-0" 1'-0" 1'-0" T-0" 6'-0~ 11'-0" 15'-6" 1'-0" 1'-0" 1'-6~ 1�- Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 20" P 9 P 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 5'-6" 12,_0„ 16,_0" 1'0" 1'-0" 3'-0" 6'-0" 8'-6" 14,_0,• 17,_6, 19,_6„ 20,_6" � m I- Q TJI®(+1(2) Rim Board 11/2" TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement of longest side. V Nail Size 110,210, 360 and ® TimberStrand®LSL Microllame Parallam® + + • Leave y"of web m BEARING FOR DOOR BEAM TO BEAM BEARING AT a"TJ Rt 1Ya" Depth 9Y2"or 14" 9/2"or 14••or 9Y2"or 14'•or 18"or 14"or 18"or (minimum)at top and bottom of hole. DO NOT cut joist flanges. W 1 Z OR WINDOW HEADER and 230 560 Board TimberStrand®LSL orwlder LVL PSL P r T „ 16„ T 11/s" „ W_ BEARING AT WALL 11/e" 11/e 11/e" 16" 20" 16 20" . Tables are based on uniform load tables in current design literature. } � Z a/ CONNECTION CONCRETE WALL 8d(0.113"x 2Y2"),8d(0.131"x 2Y2") 4" W 6" 4" 3" 3" 3" Filler Block(1) 2x6+3/" 2x8+%" 2x6+%" 2x8+Y" 2x12+)z" Two Two Two -I 13- Q -1 W 11/a"TJ®Rim Board or Strap per code if top plate 2xs 2x8 For simple span(e minimum),uniformly loaded joists used in residential applications,one maximum size round hole maybe located m _ 10d 0.148"x 3" ,12d 0.148"x 3Ya" 6" 4" 4" 4" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 .^ - � Z W IX"TimberStrand® LSL or is not continuous over ( ) ( ) s at the center of the joist span provided that no other holes occur in the joist. Q V ,- Z 15 0 Cantilever 2x6 2x10 2x6+3/" 2x10+3/" 2xs++'/z" 2x10+yz' N r Q�-• 16d(lswhex sing ci 6" 6" 6" Not ALLOWABLE HOLES Headers and Beams Z LU 0 z t- Q blocking for lateral support header a a Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing Not applicable Q () Z (1)Stagger nails when using 4"on-center spacing and maintain 1 %"joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long applicable - 'I 1 LU panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastener soacin for 0- LU > 11J Strap per code if top blocking Is less than spacing shown above,rectangular blocking must be used in lieu of TJI ®joists. g Backer Block(+1 .55E TimberStrand® LSL Headers and Beams 9 P 9 9 9 1 ( Y/"or 3/" 3/"or%11 7/"or 1"Net 2x6 2x8 2x12 <J Q 2 For non-diaphragm a lications,multiple rows of fasteners are permitted if the rows are offset at least'/2'and staggered. Detail) N plate is not continuous ( ) pp p p gg or H2 � 4•E- � - m � < (3)With 10d(0.148"x 1%")nails,spacing can be reduced to 3"on for light gauge steel straps. ) 2 x diameter of the W y NZ over column To mount 3 1 If necessary Increase filler and backer block height for face mount han ers and maintain%"gap at top of joist;see detail W.Filler and backer largest hole(minimum) O Q P •� (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1 /"(to avoid splitting). block dimensions should accomodate required nailing without splitting(12'minimum forbackerblocks and 24"minimum forfillerblocks). (1 Q hanger (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 3/a"(to avoid splitting). U Column Face mount Protect untreated ■Recommended nailing Is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede 3 depth Allowed hole zone ry Z Q 0 hanger wood from direct recommendations listed above. -1 Contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor Q L1 L2 L3 See current Weyerhaeuser LQ concrete and Roof Framing, TJ-9001. o o O ■Nailing rows must be offset at least)2"and staggered. 0 0 0 0 0 1.55 E TimberStrand®LSL f literature for framing connectors ■14 ga.staples may be substituted for 8d(0.113"x 2Y")nails if minimum penetration of 1"into the TJI®joist or rim board is achieved. ®• Joists must be laterally supported at Header or Beam Maximum Round - ■Maximum nail spacing for TJI Joists is 18"on-center. cantilever and end bearings by blocking Depth Hole size Multiple-Member Connections for Top-Loaded Beams panels,hangers,or direct attachment to 9ya"-9%" 3" TJI®joist framing does not a rim board or rim joist. 8" Ilya-11 8 3%" Fastener Installation Requirements E1 14"-16" 4%" Fastener require bridging or mid-span General Notes See illustration for allowed hole zone ��".•a!rr Piece #of ��;rbr<.•~ * sT.�,� Width Plies i+, blocking _ • Allowed hole zone suitable for headers and beams with Type Min.Length #Rows O.C.Spacing Location When fasteners are required on both g C: �._..j•* "fi•"t„ uniform and/or concentrated loads anywhere along the member. «R ,�."*••^^«e• }fit•"..'•, 2, sides,stagger fasteners on the second 10d nails 3" 3 � • Round holes only �-. « • l,� ' .- BEARING AT 12" side so they fall halfway between �'t'p��••"a,°' '.�„��✓ � �" '1*� 2 12d-16d nails 3 Y4" 2(z' One side • No holes in headers or beams in plank orientation. T, ♦ t/ ` COLUMN fasteners on the first side. 1a=w 4�%�' �• ,. ` Screws 3%"or 3Y2' 2 24" H2 ~ . f• j t , 10d nails 3" 3(2' DO NOT bevel cut joist Other Trus Joist® Headers and Beams '" +'' i r.Y•. 12" Both sides AlO Rim board joint :�•j+r° (Zi beyond inside face of wall. O Microllamo LVL 3 12d-16d nails 31/4 2 E2 between joists DO NOT overhangseat cuts +j ' '•:'' �°� ' 1.3E TimberStrand® and Parallam®PSL ,• 13/4" 33/"or 3Y2" Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Y depth dr° •«` �, a Screws 2 24" Load must be applied evenly across 3. face ofsu ort member, g hole(minimum) 5" One side entire beam width.Otherwise,use PP Verify column capacity/ 10d nails/" 3" 3(7) connections for side-loaded beams. largest and beam bearing 12" (per I D JVERED FES 0 9 2921 DO NOT cut,notch or drill One side holes In headers or beams ^i L5 length.See current 4 12d-16d nails(" 3 Y4" 2 z' o ply) d except as Indicated in o � o o Illustrations and tables. Weyerhaeuser literature. Screws 5"or 6" 2 24„ Both sides Multiple pieces can be nailed or bolted together to CS ° o ° 6%4" One side form a header or beam of the required size,u to a TJI®rim joist s 0 5"or 6" Both sides maximum width of 7" Microllam® LVL and Other Trus Joist Beams 1%"TJ®Rim Board or 1 4" Parallam®PSL Header or Beam Maximum Round -A Screws 2 24" 3y' 2 6 3/4' One side L TimberStrand® LSL. allowed hole zone Depth Hole size Q Q Y2"bolts 8" 2 24" - A2 middle%span 4s�,� 1„ Q 5�" (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPT"". Bl L1 d 1.3E TimberStrande LSL allowed hole zone d 7y4'-20" 2" O t COLUMN DETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below, sea illustration for Allowed Hole zone O O n r General Notes 1 62 Allowed hole zone suitable for headers and beams with uniform loads only. Q O BEAM ON COLUMN CAP NAILING AT BEARING (FLOOR) L5 B3 Q • Round holes only 0 TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist No holes in cantilevers. 13 H V m • No holes in headers or beams in plank orientation. I 1 ® (Load bearing wall above) 1/a"TJ Rim Board or 00 1Ya"TimberStrand LSL. Joist may be shifted u to 3' If Use B1 Or 62 at ® One 10d(0.128"x 3") p P } floor panel edge is supported O B4 intermediate bearings WARNING ,- � One 8d(0.113"x 2Yz'") nail into each flange and span rating is not exceeded. nail each side.Drive Do not cut joist flanges. with load bearing or Joists are unstable until braced laterally Z Q nails at an angle at braced/shear wall Blocking • Inc • Strut Lines 1 Plumbing Drop Bracing Includes: Lu O X • Hangers • Rim Board • < < O P1 least 1/Z'from end. End of joists from above g Sheathing Rim Joist Q IL at centerline N - V ,� 3Y"minimum of support L2 J IL COLUMN BASE g intermediate bearing Also see detail e2 11 1 _ 1Y4"minimum end bearing d Ja-J single-family applications 5'/a"may be required T for maximum H1 - << "- I- V Shear transfer:Connections equivalent capacity O O to floor panel nailing schedule O Rim to TJI®Joist o DO NOT walk on joists DO NOT walk on joists DO NOT stack building 1 until braced. that are lying flat. materials on unsheathed ~ N 1/a"TJ®Rim Board, TJI®560 rim joist:Toe Additional O y g •,.�;;.�,�,•. joist is required if 1%"TimberStrande LSL or nail with 10d(0.128"x 3") floor panel edge is unsupported L4 O TJI®110 rim joist: nails,one each side of INJURY MAY RESULT. joists.Stack only over v W or if span rating is exceeded. •• ', WARNING NOTES: beams or walls. LA Exterior Deck DONOTusesawn Y IL P2 One 10d(0.131"x 3")nail TJI®joist flange TJ1�560 '• . •. O o Attachment Lack of proper bracing during construction can result in serious O W io Q 12 into each flange floorjoist '% '•.; .; r, lumber for rim accidents.Observe the following guidelines: Z AG Structural g TJI®210,230,and 360 rim INSTALLATION TIPS °' O board or blocking, 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI @ joists completely p p y 11 F- Q sheathing9. 9 j PP Joists must be com letel installed and ro edl nailed. - Y 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be ELEVATED joist: `' o as it may shrink One 16d 0.135"x 31 " nail •Subfloor adhesive will improve floor performance,but O after installation, accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. Q COLUMN BASE ( /2 ) may not be required.13/4"minimum bearing into each flange Top View Y q O Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each O 0) Locate rim board joint between joists. 0 Safety bracing(1x4 engineered lumber. joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at 8'on-center(6' worker or one layer of unnailed sheathing. -1 BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with See ALLOWABLE on-center for TJI®110 joists)and 4.Sheathing must be completely attached to each TJI 0 joist before additional loads can be placed on the system. of a TJI9 joist(with web stiffeners)is not a substitute concrete 1Y2"knockouts at O W, HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. ® 1 for squash blocks or blocking panels. approximately 6.The flanges must remain straight within 1/2"from true alignment. ,�;..;;.,,. .•.• 1Ya"TJ Rim Board or 1/a" q 9 P PP Y Fasten at each joist with ® 12"on-center two 8d(0.113"x 2Y2")nails minimum Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this DATE: FEBRUARY 2021 '> ;>«:,:?: TimberStrand LSL. �":° r' •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit w .com/inform. Optional plumbing or HVAC. P3 non-shrink See framing Ian if applicable)or flush with inside face rout Drive nails at an g p ( pp ) of wall or beam I-MOIST DETAILS 9 One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam, Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company, All rights reserved. 1Y2"minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 DRAWING NUMBER This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJI Joist Installation Guide, TJ-9006, which should be referenced for additional information. - -7 TONIN COMMENTS 1 � - z z ° O ' ' THE I _ T II v O w rx � A allAL.I TY NEVI HOME MO1�)EL 5Nr ° tu o � OAS 1 S AT MATTI TUCa•IG, OORP. o u z _ z ooQ � F [ Hill 11 } 0 I wil 1 11 mlill H _ _ - _ _ _ _ _ - _ - - _ _ _ _ _ - - _ _ _ _ _ _ - _ _ _ _ _ _ _ - — M 11-- Lu m ° uazI 8 _ z .ats O -aw FINI5HED SECOND FLOOR - - - - - - - - - - - - - - - - - - - - - - `��` Z U-I °z mow Hill hillilli 11 1 111 11111 ILLIp- UA > Qt FLOOR AREA TABLE � � � �} OW Q FIRST FLOOR 1,3'13 sf (s) " O Q Q —_ SECOND FLOOR 1,12't sf Q GARAGE 585 sf El BASEMENT 1,406 sfI Ci z PORCH 66 sf o TOTAL LIVING SPACE 2,502 sf O CONDITIONED FLOOR AREA 3,cIO5 sf (INCLDES BASEMENT) INFILUTRATION VOLUME 42,583 cf FINISHED FIR5T FLOOR _ _ _ _ _ _ _ _ _ _ - - - - - - - - _ _ - _ - _ _ _ _ _ - - _ _ _ _ _ _ - _ _ - - - (INCLUDES ATTIC 4 BASEMENT) ,.. ep 77 FINISHED GRADE fit.,.� a ; i I I I I I I I INDEX TO 17RAN I N 55 I I i t I I DRAWING No. w'tf,•.•,�';;,�,.•B I I I I COVER 4 ELEVATIONS A-1 ELEVATIONS A-2 E... DSC 0 0 2021 I I I I I I I I I FOUNDATION PLAN A-3 - i I I I I FIRST FLOOR PLAN A-4 I 2nd FLOOR PLAN A-5 I I I I I I I I I I o WALL BRACING 8 ROOF PLAN A-6 J F — L� I I I h SECTIONS 8 DETAILS A-"1 ° p NOTES A-8 O I I I I TJI-DETAILS A-41 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - -1� - - - - - - - - - - - - - - - 7 1- - - - - - - - - - - 7 � � I - - - - - - - - - - - - - - - - - - - - - - - -L - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L- - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - SO FRONT ELEVATION �, DFC 2 1 2021 o o p z SCALE: 1/4 = 1 ft — Tov,v,6r- ' VIL 6 _ V Q < 0 Z LU k z 60 lu 1L o 0= L- 1 ° O m DATE: FEBRUARY 2021 COVER 4 ELEVATIONS DRAWING NUMBER A - 1 Z N O _p 41, 1 Min I I 0 w 1111111111fiff lie 11 11 11 11 It 11 1111 It 1111 11 IIIH LL o l Z ,ILL MJRIII 1 o - - — - - - - - - - - - - - - - - - - - - - - - - - - - - N N �—' Liu 1111 1111 11 Hill a g 4 } U-1111-11111LILLHIL-LILL11 kill Hull d � ii JMI UIJII U1111 Juil Huh 11111 1 A HIJII IIIII HI N - ..Q 111 [A ] HAIA 1.111 V1 l.� V M_ D LU m � O z zLutz d� d) m — — —A u— O -1 W Lura � <t'�'' — d) O �Z lx i�--1 z O W DA L d-3 "`QV REAR ELEVATION o > �Q I SCALE: 1/4" = 1 ft 1� (� N Z Q Q Q DEIVERED DrC 0 0 2021 0 � r O z O 12 12 00 j r 00 - - - - - - - - - - - - - - - - - - — — — — — - - - - - - - - - - — — O o - -12 - - - -12 - - � O Z z 0 N o I~- o O El Ea ® M M ® M wp 0- LH z ED El El 0 Li El El El < DL 6 () - - - - - - - - - - - - � 0 � ® 71-0 71 F- q) 11,S) � d 0 ® El p 0 ® D 0W p � s � O � m O DATE: FEBRUARY 2021 REAR $ SIDE SIDE ELEVATION SIDE ELEVATION ELEVATIONS SCALE: 1/4" = I ft SCALE: 1/4" = I ft DRAWING NUMBER A - 2 A 235# ASPHALT SHINGLES;MIN. (4)-FA5TENER5 PER Z z STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE O A--1 No. 15 ASPHALT FELT UDERLAYMENT [Rg05.1.1] V TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER> 4:12 1 2x8 [UG35] P.T. LEDGER SELF-ADHERING POLYMER-MODIFIED f v 1/2"(P 7.2)4" GALV. LAG SGRENS AT 16" O.G. ITUMEN ICE SHIELD BARRIER[Rg05.1.21 O Q [R5 . STAGGERED 24" INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES W 1 I 1 [R50 36" IN51DE EXTERIOR WALL LINE FOR > 8:12 SLOPES 1L 71-6 1/2" STRUCTURAL PANEL SHEATHING [R803.2] 43 31'-O" 35-0" 2'-0" 3'-6" R-3q CLOSED-CELL SPRAY FOAM (SPF) INSULATION 0 W aj LuZ �� � �� � �� � �� I I WOOD BLOCKING - 1=-p' 18-O 4-6 5-6 14-O DECK LATERAL SOLID r CONNECTION ci (V I - - - - - [R507.q.2] P.G. FTG 5IMP50N DTT2 EGRESS WINDOW WELL N N - - - - - - INSTALL IAN 8" CONCRETE STEM WALL ON GEILING JOIST 'd MANUFAG (PEER'S I6" x 8" P.G. FOOTING (� Q SPEGIF16A't-IONS �' PROVIDE FALL PROTECTION DRIP EDGE [RG05.2.8.5] <`I t ` BASEMENT ENTRANGE STAIRS O- O - L AL-2) f'-3) `J 8" REINFORCED CONCRETE RETAINING WALL - - - - = - (2) 2x8 P.T. GDR __ _ _ _ _ 1x8 WOOD FASCIA #k #4 REBAR AT 12" ON-CENTER EACH WAY ® -.-I Lr.J- (TY IG 1/2" GYPSUM NALLBOARD SOFFIT VENT G, - STANDARD HOOK AND LAP INTO 16" x 8" P.G. I _ _ I _ W o DEGK 8 DOUBLE 2x TOP PLATE VINYL SIDING. ATTACH THROUGH RIGID FOOTING. 2 MIN REBAR COVER u� : j 0. Zz ABOVE � I �' I MINIMUM 24" LAP SPLICE LENGTH [R602.3.2] INSULATION TO WOOD FRAMING PER F I I I I I MANUFACTURER'S INSTRUCTIONS FOR HIGH-WIND �n - I - L - -" - - - - J �n - L - ; AREAS AND TO RESIST A MINIMUM 28 psf `L _L x `L _ _ _ _ _ SUCTION LOAD (EXPOSURE B) OR 40 psf - - - - - - - - - - - j � (EXPOSURE G). - - - - - - - - -- - _- -- - - - - - - �` - - - .. - - - 1 -- - -- - - --4X9VRAIL (I Z31I .8) GONG PLAT I - - - - - - f - 6- - - - - - - - - - - - - - - - -- - - - -- - - - - - - - - 2836 - - - - --f AND STEPS I �P EGRESS WI DOW E5.RE55 WIDOW N R 5ER5 - DR OO LL I I ( PLASTIC HOU5EWRAP INSTALLED UNDER FOAMOL EMERGENGY'E5GAPE d RE5CUE OPENING INSULATION. INSTALL AND TAPE ALL SEAMS PER - - - - - - - - - - - - - - - - - - - - - - -4-3- o� I L - MANUFACTURER'S INSTRUCTIONS [R703.2] I3 6 `�310�/ I R-I5 UNFAGED FIBERGLASS ATT INSULATION R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XPS) O 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL USING _ _ - - - - - - I - - - - - - - - - - - - - - - - - - - - - - I -� BASEMENT t-- -� GAP-HEAD NAILS WITHAMINIMUM 3/4" i I 17- I o PENETRATION;SPACED 12" O.G. PERIMETER AND 2x8 PLATFORM 4" P.G. SLAB I iv (ALSO AT RIM JOIST IN SECOND I R-13 2 CLOSED-CELL SPF INSULATION , I 16' O.G. FIELD. I - GAS WATER HEATER II/2" 5TRUGTURAL PANEL SHEATHING A. O. SMITH FLOOR PLATFORM - NOT SHOWN) i Q r GPVT 50 200 Hf'I Ll CAPACITY = 50 gal I 2x SOLE PLATE NOTE: - 3/4" STRUCTURAL PANEL SUBFLOOR HOLDDONNS ARE AFGO ZIP MODEL 4X I 2x BAND J015To I I ' NOT REQUIRED I=OR x 4"m 5TL COLUMN ONz " 4'-O" 4'-O"xl4" DEEP P.G. FTG. 2x6 PRESERVATIVE TREATED SILL [UG2] I THIS PROJEGT. w/#5 1�EBAR AT 8" ON-CENTER EACH WAY LI rQZ I ' (TYPIGAL-4) " x l9 FLOOR JOISTS TO Q! I I ' -- CD I I N 0. OVER SILCOPPER L SEAL RMITE SHIELD 2x8 [UG3B] P.T. LEDGER l O I/2"� x 4" GALV. LAG SCREWS I I \® I EXTEND SIDING TO WITHIN 12" OF FINAL = I I I I (3)-1.75x11.875 LVL GDR AT 16" O.G. STAGGERED I GRADE FOR HISTORIC DISTRICTS O ( I Q I I _ �- - (ENGINEERED DESIGN) [R50-1.21 2xb�J WOOD SILL PLATE TO FOUNDATION ANCHORAGE m I D. DOUBLE FRAME r - � � - - - - � � - - - � F - - - - � re [R403.1.6] AT STAIRS �A 61 '� `t m MINIMUM Y2" dia. ANCHOR BOLTS SPACED NOT GREATER THAN 6 FEET ON-GENTER EMBEDDED �p I Q I I - -- _I_ I - - -- -- I- I NO LE5 THAN 7" INTO CONCRETE OR GROUTED FINISH GRADE ` �• UNEXCAVATED I -C- ______ - -- - --'____�_-__--- - ' '- -- -- �___-1---- r s v -•" -- -- CELLS OF CONCRETE MASONRY UNITS. THE = I I I I I I I I I BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD - " OF THE WIDTH OF THE PLATE. A NUT AND (� = I BEAM POCKET I I I I I I I I I WASHER SHALL BE TIGHTENED ON EACH ANCHOR f-- � +{-- � (TYP-2) L - - - - '] I I'-8" [- - - - - J 10'-4" [- - - - - -[ 8'-10" L - - - - -� 8'-8" I I BOLT. THERE SHALL BE NOT FEWER THAN TWO z m I- BOLTS PER PLATE SECTION WITH ONE BOLT T (n LOCATED NOT MORE THAN 12 INCHES OR LESS z V)v V z In W z THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH u_ O Z - in O END OF THE PLATE SECTION. WALLS 24 INCHES Q cn O } z <<t 0 - (K O I I 10" POURED CONCRETE FOUNDATION STEM WALL I ' ' " `�� W W - - •j'- 0-f ILI LU Z I I VERTICAL REINFORCEMENT: #4 REBAR AT 12" O.G. o I 3'-8" <0 TOTAL LENGTH OR SHORTER SHALL HAVE NOT z d N < z f <_ Z W FEWER THAN ONE ANCHOR BOLT LOCATED IN THE r- 0 Z W 11'4" TO 43/4" CONCRETE COVER FROM INSIDE FACE - -� Z Q I I CENTER THIRD OF THE PLATE SECTION AD '" } O O HORIZONTAL REINFORCEMENT: #4 REBAR AT IS" O.G. I - - - SHALL BE ATTACHED TO ADJACENT WALL d ul u m O Q fY I I TOP BAR WITHIN 12" OF TOP OF WALL Q 'I I PANELS AT CORNERS AS 5HOHN IN ITEM q OF Q Q Q ry U U,z� < > ®W O I UPON 24 x 12" Ht CONTINUOUS P.G. FOOTING -7 O TABLE R6O2.3(I). D�� tp -D- z�-_1 (L lu _ 0 n I i MINIMUM 3'-0" BELOW GRADE " (- I I -I I 3 p O d�0- � - y J (� O X N I I R-II BASEMENT WALL BLANKET INSULATION O lY O s W 0- n, �'ly 0 d I I� I I - - - - - - - - - " uNI I w QUO-�, cYg cvp Q lO I I P.G. FOUNDATION WALL WITH UNBALANCED BAGKFILL W_ O y Q 1 _ I LE55 THAN OR EQUAL TO 8 ft: CONTINUOUS a 'I- O d) O z Ca I I I - I ( ~ HORIZONTAL REINFORCEMENT OF ONE No. 4 BAR Q (Y pr < Lu IWITHIN 12 INCHES OF THE TOP OF WALL STORY AND O O 1-1 L. - - - - - - - - - -) I �- - - - - - - - - -] I I I - - - J ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL u N z dJ I L_ - - - - - - - - - - - - - - - - - - - - - - - - - -] STORY;OTHERWISE, SEE PLANS [TABLE R404.1.2(I)] 0 0 " I � - - - - - - - - - - J I � 6 - - - - - -- - - - - - ^ EXPANSION JOINT = I s, � DEGK I o 1-� - - - - - -- - - - - - - - - - - - -- - - - - - - - - - ! 2 O I cx ABOVE LU I 4" P.G. FLOOR SLAB � - - - - - - - - - - - - -=__ - - - - - - - - - - - - - - - - - - - - - P". (� F s+te cV ( )-2x8 P.T. G1�RP� 2x8 [UG3B] P.T. LEDGER POURED CONCRETE FOOTING # . � _T-_ - ..I,- -_ 1/2"(P x 4" GALV. LAE, SCREWS AT 16' O.G. ON UNDISTURBED 501L [R403.1] e a• ".. ..,,• �� •;;• r„J J L STAGGERED [R507.q] r 6 MIL POLYETHYLENE FILM - - - - CONTINUOUS UNDER STEMNALL :.:f« . C. C�+•� - - - - P.G. FTG 2" 2.: T`i F I CG I.. NAl._eL SECTION 22'-8" « 7-4 12-4 10-0 17-10 yP�.�r•,.. ,�*_ �` SCALE: NTS ,,.,M�.�r•nY.e 8" 8" i�ELIV -RED DEC 0 8 2021 4"x4" [UG48] PRESERVATIVE TREATED P05T WITH GALV. METAL POST BASE- ANCHOR ON 12"<P x 6-0" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON 0 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM t- MAXIMUM SUPPORTED LOAD AT 7' DESIGN DEPTH = 18k IN PRESUMPTIVE 2k BEARING 501L (TYP-6) O (ENGINEERED DESIGN) A O d A- 7r 0tL m 7- X O FOUNDATION PLAN SCALE: 1/4" = 1 ft �- O O %3 z 11.1 °o � IL Q N Ov ~ p z STRUCTURAL ME51ON NOTE v DL UA OF z In accordance with the 2020 RCNY5; structural < Q �-- v < WINDOW AND DOOR SCHEDULE elements such as engineered wood, steel and a- § �_ J No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL steel/WOOd composite columns, beams, headers and 117- Q- WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE B/C OPENING COMMENTS girders that: A UNITED WINDOW 3900 3050VG^ 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.28 -22.0/-26.6 psf[20 sfJ 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE 1) resist gravity loads, and V W B UNITED WINDOW 3900 3030V 30 7/8"x 14 13/16" 3.18 sf 6.04 sf 3.18 sf 9.0 sf U=0,30 SHGC=0.31 -22.0/-29.7 psf[20 sf] 36"x 36" B SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE V_11- C UNITED WINDOW 3900 TWIN 305OV^ 30 13/16"x 26 11/16" 5.71 sf 22.24 sf 11.42 sf 30.0 sf U=0.30 SHGC=0.31 -20.0/-27.0 psf[50 sq 72"x 60" C SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE 2) are not contained in the prescriptive design 0 = D UNITED WINDOW 3900 TRIPLE 3050VG^ 30 13/16"x 26 11/16" 5.71 sf 33.36 sf 17.13 sf 45.0 sf U=0.30 SHGC=0.28 -20.0/-27.0 psf[50 sf] 108"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE provisions of the 2020 RGNYS LL F- E UNITED WINDOW 3900 2030VG 18 7/8"x 14 13/16" 1.94 sf 3.67 sf 1.94 sf 6.0 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sf] 24"x 36" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE F NOT IN PROJECT F were designed in accordance wlith � m G UNITED WINDOW 3900 4040V PIC N/A 0 Sf 12.84 sf 0 sf 16 sf U=0.30 SHGC=0.31 -26.0/-35.1 psf[20 sf] 48"x 48" G PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE ANSI/AWG ND5-2018 with 2018 suppllement. p H UNITED WINDOW 3900 SPS-7G PIC N/A 0 sf 18.80 sf 0 sf 23.3 sf U=0.30 SHGC=0.28 -23.0/-31.1 psf[50 sq 70.25"x 50.25" H EYEBROW PICTURE,VINYL FRAME,LOW-E GLASS,AEGON,WITH GRILLE I UNITED WINDOW 5500 3024V N/AV N/AV N/AV N/AV 7.0 sf U=0.30 SHGC=0.30 -22.0/-29.7 psf[20 sf] 36"x 28" 1 SLIDING,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE(BASEMENT) Structural elements such as Halls and fenestration that: J UNITED WINDOW 4500 PD6068V N/AV N/AV N/AV N/AV 40.0 sf U=0.28 SHGC=0.31 -20.0/-27.0 psf[50 sfi 72"x 80" J PATIO DOOR,LOW-E GLASS,ARGON,NO GRILLE K THERMA-TRU FIBER-CLASSIC FCM65/FCM12102SL 36"x 80" 20 sf 5.0 sf 20 sf 32 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sf] CHECK UNIT K FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS DATE: FEBRUARY 2021 L C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x 8'± 64 t sf 64 t sf 64 t sf N/A N/A -23.0/-27.8 psf[50 sq CHECK UNIT L RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS I) resist wind loads, And M THERMP:-TRU FIBER-CLASSIC FGM600 32"x 80" 17.8 sf 0 sf 17.8 sf 18 Sf U=0.17 SHGC=0.01 -22.0/-29.7 psf[20 sf] CHECK UNIT M SOLID PANEL SIDE DOOR,MAHOGANY 2) are not contained in the prescriptive design FOUNDATION PLAN 4 N THERMA-TRU SMOOTH-STAR SSF220 32"x 80" 17.8 sf 0 Sf 17.8 sf 18 sf U=0.18 SHGC=0.01 N/A CHECK UNIT N SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GAFAGE DOOR provisions of the 2020 RGNYS O CUSTOM 2'-8"x 4'-4"INSULATED DOOR 32"x 52" 11.5 Sf 0 sf N/A 11.5 sf R=5.0 N/A N/A AS REQ'D 0 SITE-BUILT ATTIC ACCESS DOOR WITH 1"RIGID XPS IVSULATION p TYPICAL WALL SECTION P THERMA-TRU SMOOTH-STAR B206 36"x 80" 20 sf 5.0 sf 20 sf 21.6 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sf CHECK UNIT P HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR were designed in accordance with ASCE 1-16 wind MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR 1"(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED provisions and acceptable engineering practice. DRAWING NUMBER MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft;EFFECTIVE WIND AREA AS NOTED IN BRACKETS[_sf] where such elements occur in the plans,, they are ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 annotated "ENGINEERED DESIGN." NOTES INDEXED TO THE 2020 ENERGY GON5ERVATION GON5TRUGTION 35'-0" 2'-0" GODE OF NEW YORK STATE I= � RIOTS COMPLIANCE: This building was designed and shall be A � W / constructed to meet the 2020 EGCGNYS. Both RE5check (U.S. MAJESTIC QUARTZ 32 DIRECT r OOOOCCCC Department of Energy) and REM/Rate (Norelco) computer A-7 J software was utllitzed to demonstrate compliance. All VENT GAS AIR FIREPLACE.SEAL ALL mandatory provisions of the 2020 EGGGNYWALLS,GEILIN55 - Residential INSULATE LIN6 AND FLOOR OF Q W Provisions are In force. THE CHASE. IN51DE WALL a IL PROVIDE RESERVED SPACE IN SERVICE PANEL FOR WOOD 5TEP5 SURFACES SHALL BE O ' FUTURE SOLAR ELECTRIC INSTALLATION [T103.9] SHEETROGKED AND TAPED, R1052.2 WRITTEN STATEMENT: To the best of my knowledge, /f ~' CLOSED-CELL SPF belief and professional judgement,these plans comply with the !L 14'-O" WALL SHIELD AND GEILIN6 Energy Code. Furthermore,as a RESNET certified rater (I.D. FIRE5TOP5 SHALL BE CAULKED Q W No. 2614397), I certify that these plans comply with the Home ATTIC PATHWAY FOR SOLAR ELECTRIC [TIO3.8] _ WITH CAULK HAVING A 300° F W Z DECK lu Energy Rating System (HERS) program. A signed certification INSTALL 2"0 VERTICAL SCHEDULE 8MINIMUM CONTINUOUS EXPOSURE0 PVG CONDUIT 5/4x6 DEGKIN6 RATING. COAXIAL VENT HAS O iU of compliance with the HERS program (HERO) will be submitted THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLU65 - Z - ' p p g OUTSIDE COMBUSTION AIR of the constructed building to demonstrate complione. OR GAPS AT EACH TERMINUS [E3802.32]. O INTAKE. tV tV B O 0 O O O -r-� R301.1 CLIMATE ZONE: 4A Suffolk,NY C^YPSUM BOARD - 3°3 o G tV (V CONTINUOUS BEAD OF 36"GUARD [R31 -------- < SEALANT R4012 COMPLIANCE: This project compiles with 2) Section R405 C__--___-____ 0 Q (� Simulated Performance Alternative,and the provisions of I I I I 60610 SLDR 60610 5LDR (2)-3050 (V 6YP5UM BOARD Sections R401 through R404 labeled "Mandatory." r--- -----� ® ---- i�� (2)-2x12 HDR (2)-2x12 HDR JI (2)-2x12 HDR Mandato requirements: ___ _________ _ --- Mandatory Q _ BASEMENT ENTRANCE nom----- -------�-- 1 li `9 R40r.3 CERTIFICATE: Builder to post per Code. DOWN -> I I ilk OIi i WALL LINE ABOVE t ry O i CONTINUOUS BEAD OF R402.4.1 THERMAL ENVELOPE: To be tested d verified to 3 SEALANT AGH by HERS rater. See Table R402.4.1.1 In plans. PL TE Ht. " A F LA H . 9'-I" ASF i I z O R402.42 FIREPLACES: Factory built with UL 12-1 doors. i- I , O Q QI I CONTINUOUS MINIMAL R402.4.3 FENESTRATION: See window/door schedule - 1- ----------------- ----' 111 � �----� L-- - R402.4.4 FUEL-BIRNIN6 APPLIANGE5: All room heating and KITCHEN EXPANDING FOAM AT WINDOW 9 ® I a �1 UVIT PERIMETER hot water heating appliances to be, direct vent with both 23'-4 I/2" = 7'-O t/2" I 13O o O Intake and exhaust pipes installed continuous to the m I Q w outside. ' 3 I/2" rn O Ll I t `fl WINDOW UNIT R402.4.5 RECESSED LIGHTING: IG-rated and labeled as a N I® - having00 on air leakage rate of not greater than 2.0 cfm __ _ I- ►- Q _ g 9 v iv 1 I z I I I O per Code. o lu d) � I I v `J ' Q +� R402-5 MAX.U-FACTOR d 51"60: See window schedule. ---------------3 N w o I I I } i IN o FAMILY ROOM N) , - rl/� R403.1 CONTROLS: See plans for thermostat information. I �J - =I m I I 4'-3" t= w tx ' _ LL ?I R403.3.2 DUCT SEALING: All duct joints shall be p JI I = � Imo' Ip U.1 g mechanically fastened and sealed with duct mastic I GARAGE Z I m 4) CONTINUOUS MINIMAL sealant. Apply mastic to duct seams. _ € EXPANDING FOAM AT WINDOW R403.3.3 DUCT TESTING: A duct air-leakage test Is not I I F 5" P.G. SLAB v I'-3 I/2" I I i in UNIT PERIMETER required under exceptions I and 2. p I Q PITCHED TO DOOR }___ __ ' I EF I I I-1 NOTE: 9'-O" GEILIN6 HEIGHT �I 20 cfm CONT. TO ERV c R403.3.5 BUILDING CAVITIES: Framing cavities shall not be i I = THROUGHOUT FIRST STORY I [MI505.4] used as ducts or plenums. tv I O t :n / : x L c0 ll - IL R403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate NI i tv ry mechanical system piping carrying hot water to an I J \ R-value of not less than R-3. N I I x 25 cfm GOVT. X X I I l!1 R4035.1 HEATED SERVICE HOT WATER(SH4 CIRCULATION iv I WALL LINE ABOVE-I o TO ERV ' I t r. 21"77 2e7o \ 1 i SMOKE s G.O. SYSTEM: Not In project. I I SELF-CLOSING 20-min - [MI505.4] I T' 7" x 7" PSL COLUMN r, I DETECTOR(TYP) 247° CONTINUOUS BEAD OF O HEAT DETECTOR O SEALANT R403b MECHANICAL VENTILATION: ERV continuous m I I F.R. DOOR[R302.5.1] (2)-1.75 x 11.875 LVL 'i� N N - IN 0 ! Ij ventilation system specified In the plans exceeds the I FLUSH HDR m PDR minimum efficacy of 1.2 cfm/watt. l 0 C� o (2)-2x10 m 3 m --------------J ` - R403.7 HVAC EQUIPMENT: Sized In accordance with ALGA dJ - i �- _ _-- (4)-1.75 x 11.875 LVL FLUSH HDR - .� (2) 1.75 x 11.875 LVL FLUSH HDR _HDR - - -- - - -- � .:----------------------- --- IAs - - -- -- - -- -- Manual J and Manual S. rn N (3)-1.75 x 16 LVL DROP HDR (ENGINEERED DE516N) .. 1_ (ENGINEERED DE51GW BEARING WALL 21"70 GYPSUM BOARD R403.6 MULTIPLE DWELLIN6 SYSTEMS: Not applicable N Ii t R403A SNOW MELT: Not In project. N (ENGINEERED DESIGN) 2 3 Q ® 2410 t !(--\I ` R403.10 POOLS AN SPAS: Not in project. _______________ 1 i 2x10 STUD WALL AT 24" O.G. Pro I TECHNOLOGIES 5 1 I 1 CONTINUOUS BEAD 0= R403.11 PORTABLE SPAS. Not In project. j jl o HVAC R.A.G. CHASE Ij MODEL T705 I I ADHESIVE R404 LIGHTING: Builder to install high-efficiency lamps In at I I Q Ali PR06RAMMABLE 20 cfm GONT. TO ERV least905 of permanently installed fixtures. I I INTERIOR GARAGE WALLS: = N GL uJI THERM05TAT [M1505.41 BATH CONTINUOUS BEAD OF 1 I R-I5 BATT INSULATION o >li 6 ---§) o O SEALANT R405 51MULATED PERFORMANCE ALTERNATIVE: This method was I _ _ (Y ys" GYPSUM BOARD I 2'- 3/4" - J N F N used to show compliance with the Energy Code. REM/Rate p( t - N u�1 FOYER _._ software was used to model the building performoce - see $ I GARAGE GEILIN6: iI 1 OPEN TO ABOVE _T ►- O - --- -- - - �-^� - 2020 IEC-(' Energy Cost Compliance report provided with N �I O t o m - Q = Q BEDROOM 4 u ` X L Ys" GYPSUM BOARD o 2 GL05ED-CELL 5PF Permit Application. REScheck was used to model the building NI i 241 � x i � Lu _ 7 �. P P P N I al m DINING ROOM o r o o Q I I - 101-31/2" + performance based on national standards - see REGcheck , I - TABLE R302.6 a u ' u- \ compliance Certificate and Inspection Checklist provided with t II m � ---- 0-_- Permit Application. I Q %1 311/2 2' S" `n I I I (2)-1.75 x 11.875 LVL FJ q - Q C SHOWER 1!1 F- II '' v UNDER SECOND STORY WALL PANTRY N " „ 11 II ,, (n m 1-x-1 I I dJ :p N - 1 O _ 3 1/2 3 1/2 LU V In : 4 12'-7 1/2" ; r Z CONTINUOUS BEAD OF I N in ql r m -0 W - 7'-4 - --------- J O J W SEALANT ---------------J - - }' 50(b1'1(2)-I066 - BZW 1� y ------_-_-J 51. (� - v I GYPSUM BOARD O 22'-I" - _ 0 (� �.! �- N f O Z < m d u� } N -' WALL LINE ABOVE < O Z Z m PORCH - -----------------------------------I 2`17° ' � a- - r O w (3)-3050 5/4x6 DEGKIN6 (3)-3°5° i Q 1X J ® O CONTINUOUS BEAD OF O 3050 O 3050 ! (2)-1.75 x 11.875 LVL HDR (2)-I 5 x 11.875 LVL HDR l�- J m p[ SEALANT 4x4 P.T. POST O +�- O > Q O (TYP-2) O ,n < ;I I CONTINUOUS MINIMAL PLATE Ht. 8'-5" A5F PLATE Ht. W-I" ASF v J N O Q EXPANDING FOAM AT WINDOW Q UNIT PERIMETER 9 WOOD 5TEP5 WINDOW UNIT(OR WEATHER-PROOF DOOR) 6'-4" 10'-0" 6'-4" 6'-6" 6'-6" II (2)-2x12 UPSET HEADER 12'-0" : CONTINUOUS MINIMAL 22'-8" 7'-4" EXPANDING FOAM AT WINDOW IS'-6" "•JgIfA'" UNIT PERIMETER 71'-6" [r � TABLE R4i?2.4.1.1 -2420 AIR BARRIER AND INSULATION ii INSTALLATION �I I INSULATION INSTALLATION rR� r E CONTINUOUS BEAD OF COMPONENT AIR BARRIER CRITERIA SEALANT CRITERIA t <•�r .•�_* f.� f\ A continuous air barrier shall be installed in the A tri:;"•^,t I�»» ^z�����, building envelope. Ii II General requirements The exteriorthermal envelope contains a Air-permeable insulation shall not be used as A-7 p i'. 6YP5UM BOARD continuous air barrier. a sealingmaterlal. �"_ Q 1���E�J ('-C 0 a 20 CONTINUOUS BEAD OF Breaks or pints in the airbarrler shall be sealed. ADHESIVE The air barrier in any dropped ceiling/soffitappishall be I ST LOO FLAN Q aligned with the insulation and any gaps in the air I� j barrier shall be sealed. The Insulation In any dropped ceiling/soffit J CONTINUOUS BEAD OF Ceiling/attic shall be aligned with the air barrier. SCALE: I/4" = 1 ft O >` 1 SEALANT Access openings,drop down stairs or knee wall O 2 doors to unconditioned attics aces shall be sealed. ----- Cavities within corners and headers of frame ---- - - walls shall be insulated b completely filling O O r 2" 01 -CELL 5PF The junction of the foundation and sill plate shall be Y p e � 9 O lIl sealed. the cavity with a m ateri al having a thermal W 1- resistance of R-3 per inch minimum. Walls The junction of the top plate and the top of exterior walls shall be sealed. Exterior thermal envelope insulation for O Z - - ---- - - - - framed walls shall be Installed In substantial O O Knee walls shall be sealed. contact and continuous alignment with the air barrier. The space between window/doorjambs and Windows,skylights and doors framing,ands"lights and framingshall be sealed. CONTINUOUS SILL SEALER - Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Q FULL WIDTH OF SILL Floor fram ing cavity insulation shall be O L O j Z (� installed to maintain perrnanent contact with F - the underside of subfloor decking. Z i Q ISL �-- FOUNDATION WALL Alternatively,f loor fram Ing cavity Insulation 'I ' O (� Floors including cantilevered floors The air barrier shall be installed at any exposed J-L-1 O Q �- i shall be in contact with the top side of W Q 1 i and floors above garages. edge of Insulation, sheathing orcontinuous insulation Installed N U (X �- Q 6 g W - on the underside of floorframing-in and < CONCRETE SLAB g; J extending from the bottom to the top of all STRUCTURAL DESIGN NOTE � ____ perimeter floor framingmembers. Z Exposed earth in unvented crawl spaces shall be Crawl space insulation,where provided In accordance with the 2020 RGNYS; structural Q Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be 711 overlapping joints taped permanently attached to the walls. elements such as engineered wood, steel and Duct shafts,utility penetrations,and flue shafts Shafts, enetrations opening to exterior or unconditioned space shall be steel/WOOd composite columns, beams, headers and < girders that. \ � �; • ,,�J sealed. gir , V Batts to be installed in narrow cavities shall - r`r. 1) resist gravity loads, and !U- conforms V 1 �•\ %f`.1 J'�'j'' \i i, /, be cut to fit or narrow cavities shall be filled V N arrow cavities with insulation that on installation readily g y conforms to the available cavity space. Garage separation Air sealing shall be provided between the garage 11 2) are not contained in the prescriptive design and conditioned spaces. provisions of the 2020 RGNY5 IL F- NOTE: IT 15 THE INTENT TO PROVIDE FOR A Recessed light fixtures Installed In the building Recessed Tight fixtures installed in the : O CONTINUOUS AIR BARRIER ALIGNED WITH THE Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight N surrace. and Ie rates. were designed In accordance with THERMAL ENVELOPE. THIS DETAIL SHOWS In exteriorwalls,batt insulation shall be cut AN51/AWG ND5-2018 With 2018 su lement. ~ TYPICAL METHODS OF AIR-SEALING U51NG PI' O VARIOUS BUILDING ELEMENTS, APPROVED neatly to fit around wiring and plumbing or ADHESIVES AND SEALANTS. FRAMING Plumbing and wiring insulation that on Installation,readily Structural elements such as walls and fenestration GONFIC-URATION5 NOT SHOWN, SUCH AS conforms to available space,shall extend CANTILEVERS AND 5TAIRWELL5, SHALL BE behind in and wiring. that: SEALED IN A 51MILAR MANNER TO PROVIDE FOR The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs A GONTINUOU5 ,AIR BARRIER ALIGNED WITH THE Shower/tub on exteriorwall showers and tubs shall separate me wall from the shall be Insulated. DATE: FEBRUARY 2021 THERMAL ENVELOPE IN ALL LOCATIONS. shower or tub. I) resist wind loads, and The air barrier shall be Installed behind electrical Electrical/phone box on exteriorwalls and communication boxes. Alternatively,air-sealed 2) are not contained in the prescriptive design FIRST FLOOR boxes shall be Installed. provisions of the 2020 RGNY5 PLAN HVAC supply and return register boots that ELI HVAC register boots penetrate building thermal envelope shall be sealed l\ 11.7 CS I I}�I/� DETAILS, to the subfloor,wall covering orceiling penetrated were designed in accordance with A50E -7-16 wind A " L ' `tV b the boot. provisions and acceptable engineering practice. DRAWING NUMBER 50ALE: 3/4" = I ft Where required to be sealed,concealed fire sprinklers shall only be sealed In a mannerthat is Concealed sprinklers recommended by the manufacturer. Caulking or Where such elements OGGUr in the plans, they are other adhesive sealants shall not be used to fill annotated "EN6INEERED DESIGN." _ voids between fire sprinkler cover plates and walls orceilincis. m A O p N 1'-101/2" (X IL ILO W� 3'-g 3/4" 14'-2 I/4" 6'-4" 6'-4" L Z OZ to r-------------i I I N (V Z I I 0 � Q I I I I OI O I HAZARD OLAZ TNG [R308.4] O I I I (2)-3050 j r------------------------ — — - -------------- ------ ---------- HALL -- ----- WALL LINE BELOW 11 G �p 2x8 GJ AT 16" o.c. 4044' PIG �0 O I • 4°4° PIG j r__________________________________________ (2)-I.15_x 11.815 LVL FL HDR I ?'-O I/2" (ENGINEERED DESIGN) I DOUBLE WALL STUDS 5'4" 5'-0" --- 3j N i 31/2 - iv BEDROOM 5 Q 2'-2" , 6'-g" 2'-5 1/2" 2x8 PLATFORM I W.I.G. ' 8'-O" G Ht I N i Q 20 cfm CONT. w N BATH TO ERV [MI505.4][�D i Q 1 1 § I 7 i § m WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] 2410 v I r- M BATH 3'-10" LENNOX HEALTHY CLIMATE ERV5-1"15-TPD ENERGY RECOVERY VENTILATOR 4'-0" -1 - 20 cfm CONT. 4'-2 1/2" `� I 8'-0" G Ht INSTALL ERV UNIT IN CONDITIONED ATTIC. I 1 TO ERV cx Pro I TECHNOLOGIES I ! 1 j [MI505.4] N CV MODEL 7705 p --------- DUCTS SHALL NOT BE CONNECTED TO THE HVAC SYSTEM. z I m PR06RAMMABLE 01 m l i I m THERM05TAT 1 ----------, -------- 1 I I 1 HEALTHY CLIMATE HRV/ERY VENTILATION PUSH BUTTON CONTROL Q m FIA SHOWER I --------� INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY WALL. I _ 2a1° 281° I I t�l 36"GUARD[R312.1] _ _ j I STALE AIR TO OUT5IDE AND FRESH AIR FROM OUTSIDE: 6" dia. DUGT5 LIN Qts 2470 ® ( // _ N �� 1 j d? CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL g5P0-7 HVAC EQUIPMENT IN ATTIC — — — — �.— — —� IA.G. 13ETURNI m SMOKE 8 G.O. HALL 287° 287° I i N ~ m DETECTOR (TYP) 0 1 1 FRESH AIR TO INSIDE DIFFUSER IN HALLWAY: 6 dia. DUCT GAS OR PROPANE FURNACE: LENNOX ELIg6UH0`1OXE36B SLOPED x �— J I I STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. j CLA55 IV DIRECT VENTED TO OUT5IDE;AHRI 201848510 GEILING (2)-2x10 �'_ — — (2)-2xIO 1 I = STALE AIR DUCT FROM KITCHEN HINGED EXHAUST 6RILLE MODEL 18N48 HEATING GAP: 64,000 Btuh;AFUE = 86.1 _1 HDR HDR _1.15x11.815 LVL FLUSH HDR_ _ -- (3)-1.15x11.815 LVL_FLUSH _ - 1 ALL DUCTS INSULATED TO R-4.2 INDOOR COIL: LENNOX CH35-30B+TDR 287° 2a1° - m (ENGINEERED DESIGN) Q 1 I" RIGID INSUL BEARING WALL (ENGINEERED DESIGN) r 1 - -� I T SYSTEM TO BE SET AND BALANCED TO CONTINUOUSLY PROVIDE [MI505.4.4]: OUTDOOR UNIT: LENNOX ML14XG1-036-230G;AHRI 2033?4680 ON ATTIC I COOLING GAP: 34,800 Btuh;SEER = 15.10 12" x 12" AIR 7N 36" GUARD [R312.1] v i m MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM _ ACCESS DOOR TRANSFER GRILL m x AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. (� INSTALL TAW MANUFACTURER'S SPECIFICATIONS O 2844 ry LAUNDRY IN CEILING � Qo LU to j 2x10 STUD WALL AT 24" O.G. 6tu 100Z 1 _ HVAG R.A.G. CHASE �; M,II3EDR�30M ,. Z 4 Z DRYER EXHAUST DRYS WASHER Q o OPEN TO BELOW Z7 / N - N.I.G. j (n '— — -a� O W I- ci Z ivEDROOM 2 < 9 3 1/2" 3 1/2" I Z CL z t O 1U 6'-O 1/2" I Ht-TRAY CEILING v m 10'-O" (j 2°3° 1 il_ V J p010 a N j DOUBLE WALL STUDS 51042 EBROW PIG N +� Q Q ' 1 3 1/2" I 2&70 12'-5" O 121_5° cv ; (� ° 0 i l_] 1 1 _ 7 �dt (2)-1.'15 x 11.875 LVL HDR ZZN (2)-3 5 m I 1 (ENGINEERED DESIGN) N m ---WALL LINE BELOW ____-� � (2)-3050 m O WALL LINE BELOW - Q OI I I I Lr- ---------------------- 71 •tw � .��slprtRe.e.> � SM�.' ''i J. ------------------------- - I L-----------------------------J �,�.,,, i r .,,t1, e ~R^ I II II I rl -6II 11 1-O" �j..+ ✓d:I 2'-6 3 " 6-411 13'-0" 10'-0" 13'-0" 5' 471-10" DEVVERrD Dr[C 0 8 2021 SECOND FLOOR PLAN Q A SCALE: 1/4" = 1 ft O o r 5 o Q- t- 1� m CTM o � p 50LAR-READY 00 p d, CERTIFICATE O Ngo < ° Z This home has STRUCTURAL DESIGN NOTE W_W incorporated features at iv Z the time of initial in accordance Hith the 2020 RGNYS; structural d Q �— v < construction to enable the elements such as engineered Hood, steel and ~ OL J installation of solar steel/Hood composite columns, beams, headers and d Q electric. girders that: F- N Q 6 The solar-ready roof 1) resist gravity loads, and v w zone is shown on this _V FL < construction plan excerpt 2) are not contained in the prescriptivle design p y O GO i and is free of I provisions of the 2020 ROWS L H obstructions that Hould 1LO limit placement of solarHere designed in accordance Hilth m panels. ANSI/AWG ND5-2018 with 2018 supplement. q J Plastic conduit for future Structural elements such as Hails and felnestrotion electric Hiring has been that: installed through Halls at DATE: FEBRUARY 2021 the locations shown to 1) resist Hind loads, and facilitate the installation of Hirin between the prescriptive 2nd FLOOR g 2) are not contained to the rescri ttv�e electric "(panel and 50LAR-READY provisions of the 2020 RGNYS PLAN roof-mounted solar ROOF ZONES panels. Here designed in accordance Hith ASCE 7-16 Hind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans,, they are CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC 5ERVIGE PANEL [TIO5.10] annotated "ENGINEERED DESIGN." A - 5 E3WL A BWL B BNL G BHL D 10'-4" 151-7" I O Z --'-----------------121-211 ----------' _--__--_ ---- ---- i ( WALL LINE BELOW W ROOF BELOW a !L. 2x O ROOF BELOW WO 10 RR AT ib o.c. 2x10 RR AT I6 o.c. -.._.. m I _ ROOF LINE J.. 1 --- --1 13 z - r- N _ - W � I d W � �.. i''; � o N r Q W �W1 Z (� 5 O 1 ,J- l ._�,xe ! � � W .. I •_ __--_---'. _ -J fir/ � �wx.m,.,y.....x v.a� • #;,�.=_.�::'..,:`:. ��; - _ j� i J' •f i� ;� ATTIC FOR PAL2Y ,0R �I xb RR AL � VERTICAL 80 PVC, CONDUIT THROUGH ALL WALLS TO ATTIC, WTH--------- Al16" TEMPORARY PLU&5 OR CAPS AT EACH TERMINUS o oO [E3b02.3.27 4 .c. a d ACCESS ROOF ,.w... t� " J; N 1 ' AGGE55 ROOF N - ,:..w,.... t / i_ .�._...•.' � °1,15 x 14 LVL'STRUCTURAL RIDGE / x Y. d P05T RIDGE DOWN TO BEARING �/ N HAL 12'-0" O - - 11 = I 2x12 RIDGE L ., - 2x12 RIDGE AT N CENTER OR LESS L2-0.. 2._0.. / r DeE TO BNL 2 ---- - 3----------- ---------- ___::_:._ - ---- j;. ,, •' a j^BEAREXTENNDG (WALL AT p _.r--_=:__- ALL VAULTED �. ROOF BELOW CEILING5 O Q s q SOLAR-READY ZONE [TI 03.37 PROVIDES 36" WIDE ACCESS PATHWAYS a _ .q FROM EAVE TO RfDGE WHERE SHOWN \RRAT<1�6- G ^` x [R324.67. THE SOLAR-READY ZONE SHALL ----------------- -- ':-Q REMAIN CLEAR OF OBSTRUCTIONS SUCH A5VENTS, ETC. [TI03.4] x (TYPICAL-2) � ` 2x6 RR AT 16 o.c. SECOND STOR"r E3V4L FLAN „SCALE: 3116" = 1 ftxRR AT o.c.WALL LINE w2x10 RR AT 16" o.c. 2x10 RR AT 16" o.c. `�PORCH ROOF BELOW HALL LINEROOF LINE N tu WTABLE R802.5.2 RAFTER/CEILING JOIST HEEL m �'t o - wa,b,c,d,e,gQ0JOINT CONNECTIONSJU Z CL z GROUND SNOW LOAD (pst) >. F2 ®a20 30 p } < ROOF FLAN RAFTER RAFTER ILLBWL E BWL F BWL G BWL H SCALE: 1/4" = 1 ft SPACING Roof span(feet) �/ N VO XQ SLOPE (inches) 12 20 28 36 12 20 28 36 Z 22'-4" 7'-8" 38'-6Required number of 16d common nails'°b per heel joint splices',a,e 12 4 6 8 10 4 6 8 113:12 16 5 8 10 13 5 8 11 14 24 7 it 15 19 7 11 16 21 BRACED WALL PANEL CALCULATIONS4'-10" 3'-0" 4'-4" 4:12 16 4 6 8 10 4 6 8 8 t F t T bl R60210 ( ) ( 18 )! pper Storyen ac ors a e p wU 24 5 8 12 15 5 9 12 16oe BNL 3 - ---------------- -- -- -j - - - -. ---------------------- -------- Numbered Lettered12 3 4 5 6 3 4 5 7s I 5:12 16 3 5 6 8 3 5 7 9 �.' "+ � I I � Wall Lines Wall Lines Comment '�� • ` �� ,Ex osure Cate o 0 E osure B• 2-St1.0Q 1.0 Xp y 24 4 7 9 12 4 7 10 13 12 3 4 4 5 3 3 4 5Roof Ear-to-R dge Height 0.98 0.98 9'-8"; Roof Only 7:12 16 3 4 5 6 3 4 5 6Wall Height 0.90 0.90 8'-0 24 3 5 7 9 3 5 7 9Number of Braced Wall Lines 1.00 1.45 2; 4 Additional 800 ib Hold Down 1.00 1.00 N/A7 " 12 3 3 4 4 3 3 3 4DDEC 0 8 2021 � �� � � I Gypsum Board Fastening 1.00 1.00 N/A9:12 16 3 4 4 5 3 3 4 5 Wind Factor Total 0.882 1.279 24 3 4 6 7 3 4 6 7 123 3 3 3 3 3 3 312:12 16 3 3 4 4 3 3 3 4B d W 11 140 B race a m h Total racln 24 3 4 4 5 3 3 4 6 OBraced Wall Bracing p Wind Factor g Line Method Line Spacing Required Totai Required Length Status - -For SI: 1 inch 25.4 mm, 1 foot-304.8 mm, 1 ound erft) Bracing (ft) Bracing Provided (ft) P p r = . 16d,.�.� �...� ,.,-�__.n,._, _Mn„r� - -_ -- a 40dbox, ;., ..,_..,.,,..._.,�.,.. .,.er....d.�,w_.s�.-..a ha rmitted to b itut or0479 k a P•.•,�_..,_...-y.w...,..... ....ro,.�. .. ......., �-.•:... •:»,�w - � � 1 WSP 27 08 7 27 0 $82 6 41 17 67 OK 0 nails s P11 be e e subsf ed f squa e oot 2 CS-WSP 27.08 6.42 0.882 5.66 20.33 OKpw, common nails.`, 1; A GB 19.08 9.59 1.279 12.26 18.67 OK b. Nailing requirements shall be permitted to be reduced 25B GB 14.71 7.62 1.279 9.75 24.17 OK percent if nails are clinched. C GB 12.96 6.83 1.279 8.73 26.08 OK c. Heel joint connections are not required where the ridge isD CS-WSP 15.58 3.90 1.279 4.99 23.00 OKsupported by'load-bearing wall,header or ridge beam.d. Where intermediate support of the rafter is provided by- wall,the < Wzb- vertical struts or purlins to a load bearingtabulated heel joint connection requirements shall be LU OWind Adjustment Factors-Table R602.10.3(2) (p.187) permitted to be reduced proportionally to the reduction in < QLower Sto span. UJ rye. E uivalent nailin atterns are re uired for ceilin oistNumbered Lettered Lettered q g p q gj vto ceiling joist lap splices.O 2'_6 2'_6" Wail Lines Wali Lines Wall Lines Comment- _- f. Applies to roof live load of 20 psf or less.BWL 4 N �--------------------- -- - - - ---------- ------ - --------- -- - Exposure Category 1.00 1.00 1.00 Exposure B-- - - - g. eel joint connection requirements assumeTabulated hOLRoof Eat-to-Ridge Height 0.98 1.OQ Q.99 9'-8"; 10'-0"; 9'-8" that ceiling joists or rafter ties are located at the bottom 4'-10" �-0" 4'-10" I '" ''' Wall Height 0.98 0.98 0.95 9'-8"; 9'-8"; 9'-0" of the attic space. Where ceiling joists or rafter ties are_6„ Number of Braced Wall Lines 1.00 1.00 1.30 2; 2-GAR; 3-DWEL located higher in the attic,heel joint connection WAdditional 800 Ib Hold Down 1.00 1.00 1.00 NIA requirements shall be increased by the following factors: V- IL Gypsum Board Fastening 1.00 1.00 1.00 NIAH /H Heel Joint Connection Ad'ustment FactorILWlnd Factor Total 0.960 0.980 1.223 c RGARAGE DWELLING 1/3 1.5 1/4 1.33Braced Wall 140 mph Total Bracing 1/5 1.25 Braced Wall Bracing Wind Factor 1/6 1.2 FIRST STORNr BNL PLAN Line Spacing Required Required Length StatusLine Method ftBra cin ft Total gratin Provided ft1/10 or less 1.11SCALE: 3116" = 1 ft ( ) g ( ) g ( ) DATE: FEBRUARY 2021 3 CS-WSP 27.00 11.80 0.960 11.33 43.17 OK where: 4 CS-WSP 27.00 11.80 0.960 11.33 36.00 OK E CS-WSP 22.33 5.47 0.980 5.36 7.08 OK HC=Height of ceiling joists or rafter ties measured vertically WALL BRACING 4 F-GAR GB 22.33 10.93 0.980 10.71 12.33 OK above the top of the rafter support walls. ROOF PLAN iz HR=Height of roof ridge measured vertically above the'top of F-DWEL GB 7.67 7.67 1.223 9.38 10.00 OK the rafter support walls. GB 23.08 21.12 1.223 25.82 27.67 OK DRAWING NUMBER H CS-WSP 38.50 16.40 1.223 20.05 26.83 OK I ROOF }-------- -------------------------------------------------------------------------------------------------i 2x EXTERIOR WALL O N I= m I I I -- — — I N I Z 0 r-- - 7 __.. - - - - - - I - - - - - - - - - - - - - - - - - - - - I R-30 BATT INSULATION O w 17 I I I STUD TO FLOOR J015T V SIMPSON COIL STRAP OC u- ------------------ _------4-- (4)-8d NAILS AT EACH END O CEILING i ------------------------------------------ --I----------------------------------------------------------------f ------------------------------------------------------- t LL LAUNDRY I I FAMILY BATH _� I - - - - MASTER BATH I j 2x SOLID BLOCK 4 AIR-SEAL BETWEEN FJ0 Z 2x RIM BOARD �u w w O O >I I i >� — > I ?I i I > I > I >I }I } I I z N � CANTILEVERED FLOOR JOIST - I - IWC I I I -I - I - I -IWC - I i1 11 1 1o o _� WASHER I I I LAV. I I LAV. I LAV. I I I dj •''�. 05B d VINYL SOFFIT �-- g I TUB I I TUB SHOWER I j FLOOR JOIST TO WALL: --_- I 2x EXTERIOR WALL 51MP50N H2,(5)-Sd NAILS TO FJ d (5)-8d NAILS TO STUD - N 2nd FLOOR I I -_ I I ___ ___I I T a ALTERNATE WHERE FJ/STUD MISALIGNS: Ipl[[ .� -------------- -- �__ ------- --- - ------ ------ ----------- i-I/2 W--- I-I/2 W 2" W --- 3.. W 2" W I --------------------------------------------------- I FLOOR JOIST TO PLATES: 2" W 2" W 3" W 1-1/2" W I- _ 2: H I I G.O. 2: W 3" W I I G.O. 2" W 3" W I I 51MP50N H2.5;(5)-8d NAILS TO FJ,(5)-8d NAILS TO PLATES _^ -----------G.-- I i PLATES TO STUD: u j ------------ -- ------------------------------------------ ------------------------------------------------------------------ --------------------------------------------------------� 5•(5 S SIMP50N H2. )-8d TO PLATE , (5)-8d TO STUD I O CEILING _- KITCHEN - - - - - - - - - - - POWDER BATH- - - I 2x ROOF RAFTERS AT 16" O.G. - � -� - 1 - - - - - - - _ _>T - - - - -) - - - I USE GALV. HURRICANE TIE BETWEEN EVERY RAFTER AND THE ROOF BEAM '_I I I � 1 r�)ETA I L AT FL.00Rv 2x CEILING JOISTS AT 16" O.G. KIT SINK I I GANTI L.EVE S SET�3AG�S JOIN USE ( OINT CONNECTION NAILS AT RAFTER ( I I WG I I WG I j HEEL N BEAM (SEE PLAN FOR OW m LAV. m LAV. I i SCALE: NTS U65AFPRESERVATIVE TREATED SIZE) ASSEMBLE WITH 10-d NAILS TUB j 12" O.G. STAGGERED ALONG LENGTH I I I Ist FLOOR I VENTED VINYL SOFFIT 1x8 TRIM BOARD -------------------------- --------------------- -------- ----- ----------------------------------- ---------- -------------- ------- --------- ---2" W 1-1/2" W 3" 1-1/2" W 3" W Ef I UPLIFT CONNECTIONS: 6518 GALV. COIL STRAP G.O. 2" W G.O. 2� W 3" W G.O. 2" W 3.. W I USE (2) AT EACH POST,TOP $ BOTTOM I 5/4"x6" DECKING (4)-IOd NAILS AT EACH END -------------------------- -------------------------------- --------- --- ------------------------------------------------- ----------------- ---------------------------------------- CEILING 4" W I (2)-8d THREADED NAILS OR G.O. 4" W 4„ 1 1 (2)-No. 8 WOOD SCREWS AT 4x4 WOOD COLUMN q I EACH SUPPORTING MEMBER UG315 PRESERVATIVE TREATED I [R50-1.71 REST DIRECTLY ON FLOOR BEAM FLOOR BEAM (SEE PLAN FOR SIZE) FLOOR JOISTS UG315 PRESERVATIVE TREATED (SEE PLAN FOR SIZE) ASSEMBLE WITH TWO ROW5 OF 10d NAILS FL.UME31 NO R 15ER I7 I AORAM � L TO APPROVED LK-36 PRESERVATIVE TREATED 16" O.G. ALONG EACH EDGE [R507.5] _/ I SCALE: NTS HOUSE TRAP i SANITARY SYSTEM GRADE 4x4 WOOD POST BASEMENT FLOORI Z � U635 PRESERVATIVE TREATED PB44 HOT-DIPPED GALV. V_ P05T BASE ANCHOR I ' m 1- cD 6' 12" x -O" HIGH P.G. COLUMN WITH (2)-#4 z Q (I) a � VERTICAL REBAR ON }- Z Z ._I TYPICAL ROOF R-3G 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 [Q — l Q ASPHALT ROOF 5HINGLE5 OVER 15# FELT OVER REBAR EACH WAY, REBAR 4" ABOVE (� Iv �"'- N O " STRUCTURAL PANEL 5HEATHING OVER BOTTOM z 1 I 1 a Z 4 Q w 2x10 RAFTERS AT 16" O.G. I I ' J�1 R-396' THICK CLOSED-CELL SPRAY POLYURETHANE FOAM (5PF) 0- Lu > (L� W 0 ® Q 1.15 x 14 LVL STRUCTURAL RIDGE WITH Y2" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] J1� 4_1 =�O (SEE ROOF PLAN FOR POST LOCATIONS) O x- V < OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.6] T rF I GAL_ FORCH 1DETA I L_ ,� 12 SCALE: NTS �/ 0 N 2 Q p RC)OF TENSION 57RA ': < WRAP STRAP OVER RAFTER (3) 10-d COMMON NAILS AT EACH END OF STRAP 2x4 COLLAR TIE �--1 . I GABLE WALL INSULATION AT 48" O.G. CONTINUOUS: R-5 I-INGH RIGID FOAM XP5 (OPTIONAL) CAVITY. R-13 2" SPF SEALED ATTIC (INDII�tGTLY CONDITIONED) " (BEYOND SECTION) I 2soLID SMOKE B G.O. WOOD BLOCKING 0G STRAP-TIE 2x8 GJ AT 16' O.G. I j CO DETECTOR IN ATTIC V.. EAGH T53 RAFTER ir t NOTE: ALL DUCTS SHALL BE 1-1/4" ' PI EXTERIOR - WIDE 20-GUAGE '3? �, � 9 t `: TYPICAL EXTER WALL R 20 I/2" GYPSUM r' :•:'` i n .. .� 2x4 STUDS AT I6" O.G. LOCATED IN THE ATTIC, I-D GALVANIZED STEEL STRAP ,,,•���., ,x. �� ,� f,V;, a^,r; INTERIOR SECOND STORY BOARD FINISH I EAGH SIDE OF WINDOW AND ,t� ice'AF7r-R TO ST I�) . (2)-2x4 TOP PLATE;2x4 SOLE PLATE WALL CAVITIES AND SECOND WRAP STRAP OVER RAFTER (2)-2X8 DOOR OPENINGS. INSTALL HEADERS UNLESS OTHERWISE NOTED ON PLAN �1 FLOOR PLATFORM. MIN. R-b �;3�• .:�,r„","w",." R-15 UNFAGED FIBERGLASS BATT CAVITY INSULATION Q DUCT INSULATION IN ATTIC. - STRAP FROM TOP OF TOP (4) 8-d COMMON NAILS AT EACH END OF STRAP VINYL 51DINO OVER HOU5EWRAP OVER R-5, I" XP5 INSULATION Q PLATES TO JACK STUD. ��-E��� rB ZOZI ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED OVER 1/2" STRUCTURAL PANEL SHEATHING GS4145P `� MINIMUM LENGTH BELOW DL---C IAW MANUFACTURER'S SPEGIFIGATION �n HEADER = LENGTH ABOVE WHERE RAFTER ALIGNS WITH STUD HALL oa LAUNDRY W.I.G. N N BOTTOM OF HEADER BEYOND SECTION (2)-1.75 x 11.815 LVL " 0 DOUBLE-FRAMED r- 3/4" 5UBFLOOR Iv Q STAIRWELL (TYP) L 11 ci Q N 11.875 TJI-560 FJ AT 16" O.G. R-13 2" CLOSED-CELL Q 5PF AT RIM JOIST N r II 4 Q O TYPICAL INTERIOR WALL - ° 2x4 STUDS AT 16" D.G. I ( (2)-1.75 x 11.875 1/2" GYPSUM m (2)-2x4 TOP PLATE;2x4 SOLE PLATE q 3/16' I LVL FL HDR BOARD FINISH ° 0 O Q 1�1�L_L_ STUD TO l�1�L.L. STUD : yT142' GYPSUM WALLBOARD ON BOTH SIDES � ° d ° °d STRAP OVER OR UNDER SHEATHING ist FLOOR PLATFORM ( I - v V = (4) &-d COMMON NAILS AT EACH END OF STRAP WOOD FLOORING OVER R-13 2" GL05ED-DELL 5PF 2x8 PLAT r I I O 3/4" PLYWOOD 5U5FLO0R AT RIM JOIST SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 8 2 x 12 FLOOR JOISTS AT 16" O.G. GROSS BRIDGING AT MIP5PAN r TENSION ST1 AP I NO z l < 1L I/2" GYPSUM I I HALL PAN TR 1� p U0 SILL GON5TRUGTIONt B �/��OARD ( I AT / AL•L• OPEN I N0 N Q � UC � Q 6 2x6 P.T. (UC55) SILL ON TERMITE SHIELD FINISHSCALE: NTS < < Z ON SILL SEAL WITH I/2" ANCHOR BOLTS I w- 0. 3/16" (SEE TYPICAL WALL DETAIL) q FINISHED FLOOR 1 STAIRS \ Q t � < v Z (3)-1.75 x 11.8'15FINISHED GRADE 1� Q LVL GIRDER 1/2" GYPSUM i- FINISH GRADE BOARD FINISH — N SLOPE b" IN IO' MIN. AWAY FROM BUILDING I9" (4)-3/8" LAG SCREWS S BASEMENT v W STU17 TO SILL 'L. T INDIRECTLY CONDITIONED) U- WRAP STRAP UNDER SILL PLATE PER CODE 2x8 PLAT JU (6) 8-d COMMON NAILS AT EACH END OF STRAP w O ,- FULL HEIGHT R-II BLANKET WALL - O SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 8 v INSULATION A5 MANUFACTURED BY Q u- O o p ERTAINTEED CORP. ASTM E84 MAX. CT O 77-7 q ' 1/2" GYPSUM FLAME SPREAD INDEX 25 BOARD `r MAX. SMOKE DEVELOPED INDEX 50 m O n ; FINISH —1 . ., 4" P.G. FLOOR SLAB TOP OF BASEMENT SLAB DATE: FEBRUARY 2021 10" POURED CONCRETE FOUNDATION STEM WALL SECTIONS $ VERTICAL REINFORCEMENT: #4 REBAR AT 12" O.G. DETAILS 14" TO 4j" CONCRETE COVER FROM INSIDE FACE 48" x 48" x 14" DEEP HORIZONTAL REINFORCEMENT: #4 REBAR AT 18" O.G. P.G. FOOTING _ HI O H-lel I N17 UPLIFT STRAFF I NO TOP BAR WITHIN 12" OF TOP OF WALL w/#S REBAR AT 8" ON-CENTER E.W. SCALE: NT5 \� UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING DRAWING NUMBER MINIMUM 3'-O" BELOW GRADE SECTION A _ NOTE: ALL METAL STRAPPING SHALL BE I I/4" x 20 GAGE (SIMPSON 0520 COILED STRAP). - � � -___ _ --- - - " SCALE: I/4" = I ft STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EAGH END IN PRE-PUNGHED HOLES. A NOTES INDEXED TO "2020 RESIDENTIAL GODS OF NEW YORK STATE RIOI.I UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and Building Code - Iq NYGRR - TABLE R301.2(1) `. and publications incorporated by reference therein. Z Z CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WIND COMPLIANCE PATHWAY NOTES O O 8105.2 BUILDING PERMIT: A building permit shall be issued by the E- N WIND DESIGN SUBJECT TO DAMAGE FROM WIND DESIGN STANDARD: 2020 RGNY5 Town prior to the start of work. A copy of the building permit - GROUND SEISMIC _ WINTER ICE BARRIER AIR MEAN ULTIMATE DESIGN WIND SPEED: OBTAINED FROM and approved construction documents shall be kept on-site SNOW DESIGN DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL until project completion. Speed Topographic Special wind Windborne Frost line HAZARDS https:/Mazards.atcouncil.arg FOR THE PROJECT LOCATION: � LOAD (mph) effects region debris zone CATEGORY Weathering depth Termite TEMP REQUIRED INDEX TEMP N 41.00510 N '12.56650 THI5 NEW RE51DENTIAL 5TRUGTURE UTILIZES R106.3 DE516N PROFE-551ONAL: A Certificate of Authorization Is Q WIND DESIGN 15 NOT REQUIRED IN ACCORDANCE WITH FIGURE PRE-ENGINEERED WOOD GON5TRUGTION flied with The State Education Department entitling D'Amoro V 20p sf 127 None No No B Severe 36" M to H 15 OF Yes None 599°F-DAYS 51.0° F FOR FLOOR FRAMING AND ROOF FRAMING. Engineering and Surveying,P.G. ("Designer") to provide IL R301.2(5)B professional engineering services. However,the Designer has MANUAL J DESIGN CRITERIA- Central Islip MEAN ROOF HEIGHT 15 NOT GREATER THAN 50 FEET [TABLE THE OWNER SHALL NOTIFY THE TOWN AND not been retained to provide construction engineering, O 0 8301.2(3)] AFFIX THI5 51 ON IN AGGORDANGE WITH supervision nor Inspection,and therefore Is not responsible IL Elevation Latitude Winter Summer Altitude correction Indoor design Design temperature Heating temperature for work performance of the builder. The builder shall heating cooling factor temperature cooling difference EXPOSURE CATEGORY: EXPOSURE B TITLE Iq NYGRR PART 1265. Immediately notify Designer, In writing, if there is any �L) COMPONENT AND CLADDING LOADS [TABLE 8301.2(2)] DO NOT discrepancy found between field conditions and plan w 70 ft 41° North 150 99% outdoor DB 850 1%outdoor DB 0.997 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE R301.2(3)1 dimensions,especially with regard to existing construction. Z N O If Cooling temperature Wind velocitMAIN ROOF UPLIFT CONNECTION FORGE = 200 (28'-0" roof y Wind velocity Coincident Winter Summer p 8301.2.1 WIND DESIGN: In accordance with Figure R3012(5)5,wind C4 ?i Daily range 9 an, 140 mph, itch rester than 5:12) [TABLE 8602.11] des► Is not re utred. This bulldin Is deli d In O O difference heating cooling wet bulb humidity humidity - p p p 9 g" q g gne 0 N WALL-TO-WALL UPLIFT CONNECTION FORGE = 140 plf accordance with the wind provisions of the 2020 RGNY5. I- 10°F 15 mph 7.5 mph 72°F Medium 16°F to 25°F N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 80 plf 83012.12 PROTECTION OF Oi'ENINGS, d A This building In not located Q Q UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP in a Windborne Debris Region. fV OF ALL BRACED WALL PANELS [8602.3.5]. 8301.2.4 FLOODPLAIN: This building Is not located in a flood hazard area. - ry R301.5 LIVE LOADS: Minimum uniformly distributed live loads: IWX Attics without storage 10 psf,Attics with storage 20 psf, O Balconies d decks 40 psf, Rooms other than sleeping rooms 40 psf,Sleeping rooms 30 psf, Stairs 40 psf TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) 8301.6 ROOF LOAD, Roof Design Load is based on the greater --- of the Ground Snow Load (20 psf,applied per ASCE-7) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table R301b. Span table ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENERa'b'° SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS SPACING AND LOCATION NOMINAL MATERIAL design corresponds to the 30 f round snow load column to Roof Floor (inches) su OF FASTENERa'b'� THICKNESS DESCRIPTIONa'n OF FASTENER AND LENGTH Edges Intermediate account for unbalanced load co ditlons . (inches) (inches) PPort R301.b NOMINAL SIZES: Dressed lumber dimensions specified on 4-8d box(2 72 x 0.113") ( " ")• (inches) these plans are nominal sizes. Engineered wood dimensions or 4-8d box 2/ x 0.113 ,or P 9 3-8d common 2 2" x 0.131" Wood structural panels,subfloor,roof 2 and wall sheathin to framin and articleboard wall sheathin to framin (LVL,PSL, I,joists,glu-lams,etc) are actual dimensions. 1 Blocking between ceiling joists or rafters to top plate ( )�°r Toe nail 21 Joist to sill,top plate or girder 3-8d common(2� x 0.131 ),or Toe nail P ' g g P g g 3-1 Od box (3"x 0.128");or 3-1 Od box (3"x 0.128");or Staple 15 ga. 1 4 4 8 8302.1 FIRE-RES15TANT EXTERIOR WALL5, All exterior wails and 3-3"x 0.131"nails 3-3"x 0.131"nails l 1 projections shall be located at least 5 feet from lot Imes and Up to 0.097-0.099 Nail 2 3 6 are not fire-resistance rated. 4-8d box(2Y2"x 0.113");or 8d box(2 2"x 0.113") 4"o.c. toe nail Staple 16 ga. 1 4 3 6 R502.q FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common 2 2" x 0.131" ;or Rim joist,band joist or blocking to sill or top plate 8d common 2 2"x 0.131" ;or 0.113 Nail 2 3 6 WALL5 AND CEILIN65: Gypsum wallboard Is a Glass A finish 2 Ceiling joists to top plate ( „ ) Per joist,toe nail 22 „ ( „ ) 19 5 havinga F51 = 15 (re 'd max. 200) and a 5DI = O (re 'd max. 3-1 Od box(3 x 0.128 ),or (roof applications also) IOd box(3 x 0.128 ),or 6 o.c. toe nail /2 and/s Staple 15 and 16 ga. 2 4 8 450); nd complies with Code. (req 'd x 0.131" nails 3"x 0.131"nails 0.097-0.099 Nail% 4 8 " " • i " �� Staple 14 a 2 8302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter, laps over 4-10d box(3 x 0.128 ),or 3-8d box(2/ x 0.113 ),or P g 4 8 INSULATION: Exposed insulation that is not installed in 3 partitions [see Sections R802.3.1,R802.3.2 and Table 3-16d common(3 2"x 0.162"); or Face nail 2-8d common(2 2"x 0.131");or Staple 15 ga. 1 4 3 6 concealed spaces having substantial contact with cavity R802.5.1(9)] 4-3"x 0.131") 23 1 x 6 subfloor or less to each joist 3-10d box(3"x 0.128");or Face nail 2%2 and 41 surfaces shall have a FSI s25 and a 50I � 450. See plans 0.097-0.099 Nail 2Y4 4 8 for exposed insulation values. 1 a %4 16 1"crowng ., " long , Ceiling joist attached to parallel rafter(heel joint) 2 staples, Staple 16 ga. 2 4 8 R302.11 FIRE BLOCKING: Use approved material to flreblock 4 [see Sections 11802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail 3-16d box(3 2"x 0.135"); or Staple 14 ga. 2 y 4 g around all penetrations of the floor and telling planes,and R802.5.1(9)] 24 2 subfloor to joist or girder 1 „ Blind and face nail 2-16d common 3/ x 0.162Nail � where otherwise specified by the 2020 RGNY5. ( ) 0.113 2/4 3 6 4-1 Od box (3"x 0.128"); or 3-16d box(3Y2"x 0.135");or 1 Staple 15 ga. 2 4 4 8 R302.12 DRAFT5TOPPIN6, Not needed for this project. Collar tie to rafter,face nail or 1 1/"x 20 ga. ridge strap „ „ . 25 2 planks(plank&beam-floor&roof) 2-16d common 3 1 " At each bearing,face nail 5 to rafter � 3-1 Od common(3 x 0.148 ), or Face nail each rafter ( /z x 0.162) 0.097 -0.099 NailY2 4 g 8302.13 FIRE PROTECTION OF FLOORS: Not needed for this 4-3 x 0.131 ) t „ „ project under Exception 4. 3-16d common(3 x 0.162 ), or SPACING O FASTENERS 1 , NOMINAL MATERIAL 4-1 Od box(3"x 0.128");or DESCRIPTION a,n OF FASTENER AND LENGTH 8302.14 COMBUSTIBLE INSULATION CLEARANCE, ReGeSsed 3-16d box(3 „x 0.135„), or 2 toe nails on one side and 1 toe 26 Band or rim joist to joist End nail THICKNESS Edges Body of panels luminaires shall be IC rated I/A/W NI102.4.5 with separation 3-1Od common(3"x 0.148");or 4-3 x 0.131 nails;or (inches) From insulation per listing. 6 Rafter or roof truss to plate nail on opposite side gstaples,of each rafter 4-3"x 14 a %6" crown (inches) (inches) (inches) 4-1 Od box(3"x 0.128");Or or truss' I I I 8308.4 HAZARDOUS 6LAZINb LOCATIONS: Tempered glass or 4-3"x 0.131" nails Nail each layer as follows: 32" o.c. Floor underlayment; plywood-hardboard-particleboard f-fiber-cement" other approved safety glazing material shall be installed in O 20d common(4"x 0.192");Or and adjacent to door panels;within 60 Inches of wet surfaces; lu at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. tm z z 4-16d box(3%2' x 0.135");or P z , 3-10d common(3"x 0.148"); or l Od box(3"x 0.128");or 24"o.c. face nail at top and bottom 3d,corrosion-resistant,ring shank nails R3011.1 GARAGE FLOOR SURFACE: boraa floor shalt be 5-Inch Toe nail 3 6 9 } Z Z < J W 4-1 Od box(3"x 0.128");or 3"x 0.131"nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped I/4-inch per foot toward vehicle [Q -t Q 4-3"x 0.131" nails 27 Built-up girders and beams,2-inch lumber layers entry doorway. V Q = a1 Z Roof 7 to minamters to um 2"rridge#beam Or hip rafters;Or roof rafter And: 1t Staple 18 ga., s long,%4 crown 3 6 Q `1 0} r �O- ' 2-20d common 4 x 0.192 or (finished flooring other than tile) 8310 EMERGENCY ESCAPE AND RE50UE OPENING5: It Is the Z O Z 4 IL Z g- 3-16d box(3 2" x 0.135");or ( )� Face nail at ends and at each splice % builder's responsibility to verify that window units supplied by < p- O W 2-16d common(3 2" x 0.162");or 3-1 Od box(3"x 0.128");or 1 % long x.121 shank x .375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for IL LU > iv l 010 End nail 3-3"x 0.131"nails 8 8 emergency escape and rescue openings where required. Q J OC 3-IOd box(3"x 0.128");or (galvanized or stainless steel)roofing nails(for tile finish) - m < 3-3"x 0.131"nails 4-16d box(3 2"x 0.135")• or 1 long,No. 8 x .375 head diameter,ribbed wafer-head screws 83117 STAIRWAYS: Interior stairways shall be pre-assembled �- O O 8 8 wood units. The maximum riser height shall he b-1/4 inches and ry O Q Wall 3-16d common(3 2"x 0.162")' or (for the finish) the minimum tread depth shall be q Inches,plus nosing where Z Q 28 Ledger strip supporting joists or rafters � At each joist or rafter,face nail � Q 16d common(3 2"x 0.162") 24"o.c. face nail 4-10d box(3"x 0.128");or Plywood required. Provide handrails per Code. ^ -7 8 Stud to stud(not at braced wall panels) IOd box(3"x 0.128"); or4-3"x 0.131"nails 1 14 ring or screw shank nail-minimum R312.1 6UARD5: Walking surfaces more than 30 inches above !-1 3"x 0.131"nails 16"o.c. face nail 3 6 grade, and steps leading thereto, shall have guards that X Z 2-10d box(3"x 0.128");or 2-8d common %4 and%6 12 2 ga. (0.099")shank diameter conform to Code. •'`�. 29 Bridging or blocking to joist 2 2"x 0.131" • or 2-3"x 0.131"nails Each end,toenail s _ 16d box(3%"x 0.135");or ( )� Staple 18 ga., /,/6 crown width 2 5 Stud to stud and abutting studs at intersecting wall „ „ 12 o.c. face nail 8312.2 WINDOW FALL PROTECTION= Windows with sills less than 9 3 x 0.131 nails SPACING OF FASTENERS l i 3 is I 1 14 ring or screw shank nail-minimum 24" above finished floor and eater than 72" above rade corners at braced wall oriels g e 9r' 9 ( panels) „ „ „ /2, /, /2 and/ 1 6 8 shall be protected per Code. 16d common(3 2 x 0.162 ) 16 o.c. face nail DESCRIPTION � NUMBER AND Intermediate 12/ga. (0.099 )shank diameter ,: „ „ TE g netted >..r 16d common(3 y2' x 0.162") 16" o.c. each edge face nail OF BUILDING ELEMENTS TYPE OF FASTENER (inches)Edges i, supports',' 1 Y2 ring or screw shank nail-minimum R314 SMOKE ALARMS AND HEAT DETECTION: Interco ,...t;qr, • , (inches) 3 6 smoke alarms,carbon monoxide alarms,and heat detection 10 Built-up header(2 to 2 header with 2 spacer) orches l9 s 23 s ► ,: 16d box(3 2" x 0.135") 12"o.c. each edge face nail (inches) /2,/, /2 and/ 12/ga. (0.099 )shank diameter alarms shall be installed at all locations shown on the plans. O l 1, Qt4.•......t 1�••••'n• 5-8d box 2 2" x 0.113" ;or Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 ga., 12 6 8 .. 1M,R t ^; 0, ( ) R315 CARBON MONOXIDE ALARMS: Install at all locations l� „ c'• �-� 11 Continuous header to stud 4-8d common 2�"x 0.131" or Toe nail [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing) r s ecified on the sans. c;;; ' -� rCe ,fj,•„�.' ( ), Hardboard P P '.,Fn ,' ,� y 4-1 Od box3"x 0.128" ( ) 30 3/"-2" 6d common(2"lx 0.113")nail 6 12f 1 %long ring-grooved underlayment nail 6 6 8317 WOOD DECAY PROTECTION: Lumber specified In the plans 2"x 0.162" 0.200 4d cement-coated sinker nail 6 6 as pressure preservative- treated (P.TJ shall be in 16d common(3 ; :.�, �' `j ,�;�' t t =•• ( ) 16"o.c. face nail (subfloor,wall) accordance with AWPA UI for the intended use and location. "'S• , .�:,,: fa P P P P l Od box 3"x 0.128" • or 31 I%2"- 1" 8d common nail 2 2"x 0.131" 6 12f Staple 18 a., 8 lop (plastic coated 3 6 Fasteners shall be hot-dipped galvanized steel, stainless ,--' 1 •✓ °: s'; t'r, 12 To late to to late ( ( ) �) P Part leboad ) steel, on bronze, copper or 1/2" diameter or greater ` t '� , c 3"x 0.131"nails 1 - l lOd common 3 x 0.148 nail or 6 12 pp ' ( ) 12 o.c. face nail 32 1 / 1/ 8d 2 2"x 0.131" deformed nail c ( ) 4d ring-grooved underlayment nail 3 6 i; / 3 R401.4.1 6EOTECHNIGAL, Footings and foundations shall rest on 8-16d common(3 2"x 0.162");or Other wall sheathing Staple 18 ga., 8 long, /6 crown 3 6 undisturbed soil with a minimum load-bearing value of 2,Oo0 Ki,IVERED DEC 0 G 2021 Face nail on each side of end joint ,/ psf. Visually graded soils that have this load-bearing value 12-16d box 3 2"x 0.135" ;or „ 1/2 galvanized roofing nail, /6 head 6d ring-grooved underlayment nail 6 10 13 Double top plate splice ( „ ) (minimum 24 lap splice length 33 2 structural cellulosic fiberboard sheathing 1 „ 3 6 % include 6W a GP-gravel and sandy gravel;GM � GG-silty and 12-10d box(3 x 0.128 ),or diameter,or 1 crown staple 16 ga., 1 / long Staple 16 a 1 %long,%crown 3 6 clayey grovel;Sw d 5P-sand and gravely sand;5M d 50-911ty each side of end joint) P g '' and clayey sand. Unsuitable subsoil material encountered Q 12-3" x 0.131"nails 1 %"galvanized roofing nail, %6"head 5 6d ring-grooved underlayment nail 6 10 durtnq excavation shall be excavated and replaced In-situ p t- 34 2%2"structural cellulosic fiberboard sheathing diameter,or 1"crown staple 16 ga., 1 %4" long 3 6 �' Staple 16 ga., 1 %long,%crown 3 6 with /4"crushed stone to a minimum depth of b Inches or AOBE. O F 0 16d common(3 2" x 0.162") 16"o.c.face nail 1 „ d I V2" galvanized roofing nail; staple galvanized, 8402.2 CONCRETE: Basement walls,foundation walls,exterior O `t Bottom plate to joist,rim joist,band joist or 35 / gypsum sheathing 1 „ 1 „ 7 7 walls and other vertical concrete work exposed to the Q tI- 14 blockingnot at braced wall panels) 16d box(3 2"x 0.135");or 1/2 long; 1/ screws,Type W or S For SI: 1 inch=25.4 mm. "I' ( P ) „ „ 12 o.c. face nail weather shall be air entrained stone concrete with a minimum O IL r- 3 x 0.131 nails 36 ���gyp gd 1 54" galvanised roofing nail; staple galvanized, compressive strength of f'o=3,000 psi at 28 days. Porches, � S Q- i sum sheathing 7 7 a. Nail is a general description and shall be permitted to be T-head modified round head or round head. carport slabs and steps exposed to the weather,and garage : m 1 „ „ . 1 / long, 1 / screws,Type W or 5 g P Bottom late to joist,rim joist,band joist or 3-16d box(3/ x 0.135 ),or 3 each 16"o.c. face nailfloor slabs shall be air entrained Ston® concrete with a O j J „ b. Staples shall have a minimum crown width Of%6-inch on diameter except as noted. minimum compressive strength of f'c=3,500 psi at 2b days. O 15 P J 2-16d common(2 2" x 0.162");or 2 each 16 o.c. face nail Wood structural panels,combination subfloor underlayment to framing P P p 9 PO blocking(at braced wall panel) c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. dJ F- m 4-3"x 0.131"nails 4 each 16 o.c. face nail 6d deformed(2"x 0.120")nail; Or R403.1.4.1 FROST PROTECTION: Exterior footings and foundations 11 37 4" and less 1 „ 6 12 P P PP systems shall extend below the frost line, i.e.,to a minimum V ` ' r Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. � Q 8d common(2/ x 0.131 )nail d. Fasteners shall be laced in a rid pattern throughout the body of the panel. depth of 3'-0" below finished rade. O 4-8d box(2�"x 0.113");or P g P g Y P p g � O 1 3-16d box(3 2"x 0.135");or8d common(2 2"x 0.131")nail;or e. For 5-ply panels, intermediate nails shall be spaced not more than 12 inches on center each way. �- Sl } 38 3/811 - 1„ 6 12 8404.1.'1 BACKFILL: Backfill shall not be placed against � Z 4-8d common(2 2"x 0.131");or Toe nail 8d deformed(2 2"x 0.120")nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minimum of 7 days. Brace top 4-1Od box(3"x 0.128");or 1 10d common(3"x 0.148")nail;or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speec is less than and bottom of wall during backfill placement. Z O' < IL f� d- 4-3"x 0.131" nails 39 1 / - 14 ( „) 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using � O w 1O� O 16 Top or bottom plate to stud 8d deformed 2 2 x 0.120 nail R502.I WOOD FLOOR FRAMING: Load bearing dimension lumber 43 %) Ni QC li- the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer N - v 3-16d box(3 72"x 0.135"); or h. Fiber-cement underlayment shall confonn to ASTM C 1288 or ISO 8336,Category C. lumber (LVL) shall have a minimum Fb=3,100 psi and modulus -4 Q W Z For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. E=2.o x lO^6. W X 2-16d common(3 V2 x 0.162"); or P , � V X V Z 3-10d box 3"x 0.128" •or End nail -t- ( ), 8602 WOOD WALL FRAMING, Load bearing dimension lumber shalt Q d 3-3"x 0.131"nails a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and TABLE 8602 3 RE UIREMENTS FOR WOOD STRUCTURAL PANEL be Douglas fir-larch No. 2 or better. Studs shall be a minimum �- IL 3 sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of ( ) Q No. 3,standard or stud grade lumber. X 3-10d box(3"x 0.128");or 0.192 inch(20d common nail),90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch,and 100 a b c •-- 0) WALL SHEATHING USED TO RESIST WIND PRESSURES � ' 11702.3 6YP5UM BOARD: All Interior walls to be covered wtthl�" �- 17 Top plates, laps at corners and intersections 2-16d common 3 1/2"x 0.162" ;or Face nail sum board;taped,sparkled and pointed;unless otherwise N _N ( ) ksi for shank diameters of 0.142 inch or less. noted on tans. p p p O Q 3-3"x 0.131"nails b. Staples are 16 gage wire and have a minimum %6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN p V W c. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or greater. MINIMUM NAIL MINIMUM WOOD MAXIMUM PANEL NAIL WIND SPEED V R7o3 3 SIDING, Exterior wall covering shall be vinyl siding tested aL LU 3-8d box(2,V2"x 0.113");or P PP P g NOMINAL pit 9 y 9 d. Four-foot b 8-foot or 4-foot b 9-foot panels shall be applied vertically. STRUCTURAL WALL STUD SPACING by the manufacturer for use in high-wind regions and Installed -•1 2-8d common(2 2"x 0.131");or Y Y P PP Y PANEL (mph) O W 18 1"brace to each stud and plate ( „ „). Face nail e. S acin of fasteners not included in this table shall be based on Table R602.3 2 . PANEL SPAN SPACING with fasteners In strict accordance with the manufacturer's I Z 2-1Od box 3 x 0.128 ,or Spacing O Penetration THICKNESS Edges Field Wind ex osure Bate o instructions for high-wind regions. Use stainless steel nails for IL 1- f. For wood structural panel roof sheathing attached to able end roof framing and to intermediate supports within 48 Size RATING (inches) g P g fastening vinyl siding on buildings located within 3,000 feet of O 2 staples 1 %4" P g g g PP orches (inches) In 9 y 9 ng �p � (inches) (inches o.c.) (inches o.c.) B C D the ocean line. inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less O 3-8d box 21/2"x 0.113" • or than 130 mph and shall be spaced 4 inches on center where the ultimate design winds speed is 130 mph or greater but 6d Common 1.5 24/0 / 16 6 12 140 115 110 g ~ tr7 ( ): P P P P g 3 R602.1 WOOD ROOF FRAMING: Load bearing dimension lumber O 2-8d common(2 2"x 0.131");or less than 140 mph. (2.0"x 0.113") for rafters,trusses,roof beams and ceiling joists shall bo,- 19 e19 V x 6"sheathing to each bearing 2-10d box(3"x 0.128"); or Face nail Gypsum sheathing shall confonn to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard Douglas fir-larch No. 2 or better. g• YP g 8d Common 16 6 12 170 140 135 2 staples, 1"crown 16 a., 1 3/" lop sheathing shall conform to ASTM C 208. 1.75 24/16 %6 P , , g g g (2.5"X 0.131") 24 6 12 140 1 115 110 8806 ROOF VENTILATION: Soffit vents shall be provided with a h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required minimum net free ventilating area of)(ro of the area of the DATE: FEBRUARY 2021 3-8d box(2 2"x 0.113");or blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges vented space within the soffit. Attic is unvented. 3-8d common(2 2" x 0.131"); or supported b framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to For SI: 1 inch=25.4 mm, 1 mile per hour=0.447 m/s. 3-1 Od box 3"x 0.12$" or PP Y g q g g g P g P xP P Rg05.2 ASPHALT SHINGLES: Asphalt strip shingle wrappers shall ( )° the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be be labeled to indicate compliance with A5TM D-7158 Glass 6 NOTES 3 staples, V crown, 16 ga., 13/4" long supported b framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 or H,or A5TM D-3161 Glass F,and shall be fastened in PP Y g g accordance with the manufacturer's Instructions to achieve g g Wider than V x 8" i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule provide two toe nails on inches on center shall be applied with panel strength axis perpendicular to supports. that rating. Use a minimum of six nails per strip shingle. use 20 1"x 8" and wider sheathing to each bearing Face nail J P g J �P 9• p p ng one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when building within 300 feet of 4-8d box(2 2"x 0.113");or ,0the opposite side of the rafter shall not be required. g re Lateral bracing requirements shall be in accordance with Section R602.10. saltwater. DRAWING NUMBER q 3-8d common(2 2"x 0.131"); or j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. c. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 RI006.2 AIR SUPPLY, All combustion air for factory-built 3-1Od box(3"x 0.128");or span rating. Plywood siding rated 16 o.c. or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. fireplaces shall be provided from the exterior of the dwelling _ 4 staples, V crown, 16 ga., 1 4" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. In accordance with the UL listing. THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING JOIST DETAILS Plate nail-16d(0.135"x 3X2")at Load bearing or braced/shear wall above(must stack over wall below) Load bearing or Y2") 12"on-center g braced/shear wall above Plate nail, 16d 0.135"x3Y2") Plate nail, 16d(0.135x31 ALLOWABLE HOLES TJI R Joists ( When sheathing thickness exceeds Y8", 2x stud wall at Floor panel nail- rBlocking panel: 1/a"TJ®Rim Board,1 (must stack over wall below when present) - O at 16"on-center at 16"on-center g _ p t No load bearing z trim sheathing tongue at rim board 16"on-center 8d(0.131"x y")at 6"on-center Ya"TimberStrand LSL or TJI®joist. O Blocking panel: Web stiffener wall above any hole In be cut Min.distance from Table A Min.distance from Table B y 1X6"TJ®Rim Board, 1Y4" required on both Plate nail-16d(0.135"x 3Y2") anywhere in web out- � Blocking panel: �"" F"- q Web stiffeners required on 2x4 minimum Web stiffeners ®g p DO NOT side of hatched zone V TimberStrand® LSL or sides at A2W ONLY at 16"on-center* both sides at A3.4W ONLY 1X6"TJ Rim Board, Sheathing squash blocks required each side , tut or notch flange. TJ joist Floor panel nail- g 1/a"TimberStrand® LSL 8d 0.131"x 2X2" at 6"on boundary nails, at B3W ONLY ( ) 1 or TJI Joist 8d(0.131"x 2Y2")a 1/a"TimberStrand® O •• � O N Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. %s" Web stiffeners 6" 6" O 0 required on both nail each side at A3._W ( B1 B1 W � V �_ Toe nail-10d 0.131 sides of both joist 6" L, 2 x D, D, Closely grouped round L2 2 x L2 D2 6" 6" Toe nail, Toe nail, 1 ® When sheathing holes are permitted if O 1/6"TJ Rim Board(A3/A3W 9 x 3" at 6"on-center ends at B4W ONLY No field cut minimum P minimum No field cut Do not cur 10d(0.131 x 3") 10d(0.131 x 3") TJI®rim joist only)or thickness exceeds 7/6", I2" ) Web stiffeners required Do NOT holes in (applies to all holes the group perimeter holes In holes larger at 6"on-center at 6"on-center q End of joists at IL ® trim sheathing tongue min• 1 cut holes In cantilever hatched except knockouts meets requirements for hatched than 1%•!n 1Y"TimberStrand LSL. g 9 For rim board thicker than 13/4" on both sides at B1 W centerline zones p ) " and B2W ONLY round or square holes. zones cantilever TJI rim joist at rim board retnforcement. q Q Web stiffener Toe nail-10d(0.131"x 3") -Attach TJI Joist to rim board with one 10d(0.128"x 3 ) of support W W required on both Must have 13/4"minimum * Install proper blocking to nail.Top nail from TJI joists into rim board. Blockin anels ma b Table A - End Support 0 W at 6"on-center P P 9 g p y e required aj * sides at Al W ONL`f * joist bearing at ends. Attach etc support all panel edges -Connect corner with four I Od(0.128"x 3")nails.Toe B2 BZW Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support z0 0 O Al Al W O A2W rim joist per A3 detail. 8(9(9(9 nail from side of parallel closure into rim board. walls above or below-see detail B1 B3 B3W below-see detail B1 B4 B4W JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE - A3.4 t * DEPTH TJIm 2" 3" 4" 5" 6%" 7" 8�/" 11" 13" 2" 3" 4" 5" 6�" 7" B'/" 11" 13" For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 A3.3 For additional installation specifications see Rim Board O Nail through 2x_cantifever,wood backer and O O O O O W Details and Installation in Weyerhaeuser Installation Guide , „ 110 ,'-o^ r-s" 2'-0" 3'•0° s-0° 1'-0^ ,'-s" r-s^ 3'-s" a'-s^ N N Weyerhaeuser Installation Guide for Floor and Roof Framin ,TJ-9001. W W W y Nail T it Rim Board or 1/a TimberStrandh LSL. TJI®joist web with 2 rows ce 0.148' x 3" < r A y 9 for Floor and RoofFramin ,TJ-9001. Blocking 1 ( ) 9Y~ 210 r-o" r-s^ z'-s^ 3'-0^ s'-s° r-o• r-o" 2'-s^ a'-o• s-o° Q 9 Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 230 ,'-6• 2'-0^ 2'-6" 3'-6" 5'-6" 1'-0" 2'-0" T•0- 4'-6" 5'•0'• (� top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3Y")nails with 3Y2'TJI® 360 ,'-6" 2'•0" 3'-0" 4'-0" s'-o^ ,'-s" z'-s^ 3'-s" 5'-0" 5-s" (V tV with connections equivalent to floor panel joist flange widths. sso ,'-s" z'-s" T-6" 5'-0^ 7'-0- T-o" T-0" 4'-0" 5'-6" 6'-0" 6'-0"length of TJI®joist 8"diameter maximum hole for 117/"- schedule. 110 r-0" r•o" r-s" 2•-0" r-s" '-o" 6-6-1 V-0" 1'-6^ 7-0" 2'-6" 4'-6" 5'-0" 1Y6"TJ®Rim Board 1Y"TimberStrand® reinforcement and filler 16"deep blocking panels;6"diameter 210 r-o• ,'-s^ r-o° 2'-0° 3'-0^ 3•-s" s'-o° r•o• r-s" z•-s" 3'-0° s'-o° s'-s" s'-s" _ ry 4'-0"length of 8"diameter maximum hole for 117/6"- block.Use 4'-0"length maximum for blocking panels 9Y2"deep LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist iINaa" 230 ,'-0" ,'•6" z•-0" 2'-6" 3'-°" s" F-6" 1•-0" 2'-0" T-6" 3'-s" 5'-6" 5'-6" T-o•' LU 3/"reinforcement on 16"deep blocking panels;6"diameter with 9Yz"and 11%"TJI® or shorter than 12"long. one each at top and bottom flange. , „ 360 ,'-6" 2'-0" T-0• T-6" 4'-6^ 5'-0" T-o" 1'-6° 2'•6" T-6^ 4'-6" s'-6" 6'-6" T-6•' (� with one 8d(0.131"x 2/2) 1-1 8"diameter maximum hole for 11 Attach reinforcement to joist nail at each corner 560 1'-6" z'-6" 3'•0• 4'-0" F'6" 6'-0" 6'-0" 2'.6" 3'-6" 4'-s" F-6" 7'-0•' 7'•6" 8'•0" one side at E2,both joists. 9 F1 applies to 110 r-0" r-0" r-0" r-0" r-6" 7-0" T-0" 5'•6° r-0" r-0" r-6" 2'-0" T-6" a'-0" 6'-0" 8'-0" Web stiffeners 7/"-16"deep blocking panels;6" maximum for blocking panels 9Y2" j ts• o not cut flan es. J sides at E3 dee or shorter than 12"Ion with one 8d(0.131"x 2Xz'") Horizontal blocking uniform/ Load from above required on both diameter maximum for blocking p s. g y 2,0 r-0" r-0" r-0" ,'-s" 2•-0" 2'-6" 3'•s" T-0" r-0" r-0" r-0" T•6" a' q g 1Y"TJ®Rim Board 1Xa' Waif at each comer sides at Ei W ONLY panels 9Y2"deep or shorter than Do not cut flanges. ® panels between each loaded joists 1a" 230 1'-0" ,'-0" 1'-0" ,'-s" z'-s" z'-s" a•-o" 7'-0" 1•-0" ,'-o" z•-o^ 3'-0" a'-0" 5'•0" 7•-0" s'-0^ ,h TimberStrand LSL.Nail with joist.Nail to top plate with . only. 360 r-o" r-0° r s° z'-s" 3'-6^ a-0" 5'-s" a-0" r-o" ,-s" z'-s° a'-o° s'-o" 6'•6" F-O" 9'-6" V Y1 " 12"long. 10d(0.131"x 3")nails,one 12"length of%4" connections equivalent to Wood ! v( 560 1'-0" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" 6'-6" 9'-0" v-6" 3'-0" 4'-0" 5•-0" T-0" T-6" 9'-0" 10'-0" /ism Do not cut flanges. 1Ya"TJ®Rim Board or 1%" each at to and bottom flan e. k��` et �.jl 210 r-0" r-o" r-0" r-°^ ,'-0' r-6" T-s" 3'-6" 6'-0" r-0• 1'-0" ,'-0- 2'•0" T-0" T-6• 6'-6" F-0" 1,'-0• O P 9 reinforcement on floor panel schedule. backer 2 � t` TimberStrand® LSL Nail with one side at E5, 3 „ �e5 �aoeads° 1s" 230 r-0" r-o" 1•-0" n0" r-6• r-6" 3'-0" a'-0" r-0" 1'•0^ 1'-0" r-o" 2'-0" 3'-6" 4'-0^ 7'-0^ 9'-0' 11'-0" 10d(0.131"x 3")nails,one Attach reinforcement to 12"length of/ i� �e� c �0 360 r-0- ,'-0" r-0" r-o" z'•6" r-6" 4'-6" 6'-s" 9'•a' r-0" 1'-0" r-6^ T-0" 5'-0" s-6" 9'-0" ,0-0" 1r-s" each at top and bottom flange. joist web with 3 rows Full depth vertical both sides at E6 reinforcement on ones a 1�a��`�e<r r`f°tom ,'-o" r-o° ,-o^ 1'-0" 2'-s" 3'-0" 5'-0" r•s^ 10'-0" 1'-0• z-o° 3'0° a'-s° s'-s" 7'-0" ,°'•°^ ,r-0^ 1z'-o^ id 560 ' blocking between at E7,both sides at E8 F1 �e�9 _ 10d(0.148"x 3")nails at 6" g 4" 5" 6" 7" 8" 10" 12'• 15" 17" 4" 5" 6" 7" 8" 10•' 12" 15" 17•' Attach reinforcement on-center,clinched.Use 2 each joist 78" 360 ,'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4•-0" 5'-s" 10'-0" 1••0" 1'-6" 3'-0" 4'-6" 6'-0" 10'-0" 11'-0^ 13'-6" 2x4 minimum 0 Less than 5" 560 1'-0" 1'-0" T-0" 1••0" T-0" 4'-6" T-0" 1r-0" 2'-0" 3'-6" 5'-0" 6'-6" 8'-0" 1r-0" 12'-0" 14'•6" to joist flange with 2' R` rows with 9Y,"and 117/ Less than 5" E� E8 360 r-o" r•0" r•o^ r-0^ r-o" r-o" 4'-0" r-0" 10'-6^ r-0" 1'•0" r-6" T-0• a'-6• s'-o" 11'-6" 14'-0" 15'-6" squash blocks � ,p° 8d(0.131"x 2Xz")nails at 6" ari'`� TJI®joists. ® O j Gap*: WEB STIFFENER ATTACHMENT 20 560 ,'-0" r-0" r-°" r-0" r-0" T-o" 4'-6" 9'-0" 1r-s° 1'-°" r-s" T-6" F-o° T-°" 1a-6" 1�"TJ Rim Board or on-center.When reinforcing E5 E6 1_ CS Use 2x4 minimum squash blocks to ® Face grain a+`� g Y"minimum 1Yai TimberStrand LSL. t<` both sides,stagger nails. Table B - Intermediate or Cantilever Support transfer load around TJI joist E1 E1 W Nail with 10d(0.131"x 3") E2 E3 horizontal E4 Not for use with 3%2" TJI®joist flange widths 1�. 23/"maximum pp nails,one each at top and (1Y"for TJI Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support bottom flange. Option#1: 560,560D) See sizes below. JOIST Tile ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply subf/oor TJI®joist blocking with end DEPTH 2" 3" 4" 5" 6Y2" 7" 8%" 11" 13" 2" 3" 4" 5" 6Y" 7- 8%- 11" 13" blocks installed at Y3 joist-span Web stiffener both sides. adhesive to all See sizes below, *With point 110 2'-0" 2'-6" T-6" 4'-6• 7'-6" 1'-6" 2'-6^ T-6" F-6' 6'-6" Flush bearing plate required. Structural exterior sheathing locations using p t bad from above,and no support g g 210 2'•0" 2'-6" 3'-6" 5,_0« 8'-0" 2'-0" 3•-0" 4'•0" 6'•6" T•8„ Hanger height must Double TJIv Joist Filler Block: Hanger Backer Block:Install ti ht Maximum Ya"overhang Contact surfaces 1 * below,Install web stiffener tight to top flange gy~ be a minimum of 60% g g Flashing two 8d(0.113"x 2/") Ti ht fit 230 2'-s° 3•-0" a'-o" 5'-s^ e'-6" r-o° 3'-s^ a'-s" 6•-6" r-s" Attach per the table.Clinch to to flange(tight to bottom permitted at beam. 9 g (gap at bottom flange) of joist depth P g ( g P ,� Halls Or 360 3'-0" 4'-0" 5'-6" 6'-6" 9'•0" 3'-0" 4'-6" 5'-6" 7'-6" V-0- nails when possible. flange with face mount hangers). a screws, Depth Nailing Requirements 560 3'-6^ 5•-0- b'u" 7'-6" 10•-0" 4'-0" 5•-6" 6'-6" 8'-0" 9'-0" Clinch nails when possible. , Treated 2x_ o�y'�sQ ZY2" TJI®Joist Series P Minimum Web Number Nails 110 1'- " r-o" r-6" z'-6" 4'-a' 4'-6" 8'-6• r-o° ,'-s" r-s" a'-o" r-o" 7'-°" 9'.6- ledger �� ai typical (in.) Stiffener Size Type End Intermediate (t` 210 1'-0" 1'-0" 2'-0" 3'-0" 4'-0" 5'-0" 9'-0" 1'-0" 2'-0" 3'-0" 4'-6" B'-0" 8'-0" 10'-0" See fastener ® 110 All 5�"X 2s�e"'� 11%- 230 ,'-0" T-0" 2'-6" 3'-6" F-0" 5'-6" 10'-0" 1'-0" 2'•6" 3'•6" 5'-0" 8'-6^ 9'•0" 10'-6" 1Ys"TJ Rim Board or 1Ya" 360 2'-0" T-0" 4'-0" T-8" T-0" 7'-6" 11'-0" 2'-0" 3'-6" F-0" 7'-0" 9'•6" 9'-6" 11'-0" table befcw.Maintain 210 All 3 s "i,i 8d Top mount a distance(minimum)from TimberStrand® LSL. 230&360 All 7g"x 2/le""' (0.113 x 2%") 3 3 110 1'-0" 1'-0" ,'o° 1'-0" 2-4- z'-s" �4'-6^ 6-6" ,'-0' 1=0" s=0" 2'-6- �s=0" t6=o" X9'•0" 12'-0" hanger Option#2: edge of ledger to fastener. 2x_strapping installed atY3 16d 210 11_0« 11_0« 1,_0-- 1,_0« 2,�« 3,_0« 5,_6„ 9,-0« 1,_0« 1,_0,. 2,-0„ 3,_6« 6,_0„ 7,_0„ 10,_0„ 13._0,. Face mount Backer block joist-span locations using two 2 560 Ail 2x4'2' 14" 230 r-o" r-0" r-0" 2'-0" 3'-6" 4'-0" s'-0" 10'-6" r-0" r-a' 2'-6" a'-o" 6'-6" r-6" 1 r-0" 13'-6" both sides of web Allowable Load(lbs „ (0.135"x 3Y") 360 r-0" r-0• 2'•0" T-6" 5'-6" s'•o" 8'-6" 12'-6" r-0" z'-0" 4'•0" s'-6" 9'-0" 10'-0" 12'•0" 14'-0" hanger / screws per joist,typical 11%"TimberStrand® with single TJI®joist Fastener1%"TJ®Rim Board 18" 4 4 560 1'-0" 1'-0" 1'-6" 3'-6" 5'-s" 6'-6" 9'-6" 13'-6" 1'-0" 3'-0" 5'•0" 7'-0" 10'-0" ,1'-0" 13'-6` 15'-0" LSL rim board 16d Option#3: 560D 20 2x4'2' 5 5 210 r-0° r-o" r•o" 1'-0° r•o° ,'-o" 3'-6• s'_o" ,o'-o" r-0^ r-o" r-o" r•s" a'-s^ s'-6° 10,_0, ,z'-s" 16'-0" Web stiffeners required if sides of 2"lag bolt 610 480 Direct/ applied ceiling 22"'3) (0.135"x 3%") 6 11 23o r•o^ r-o" r-o° r-0" r-6° r-o" a'-o" s s• 1r-o" r-o" r-0" r-0" 2'-6• 5'-0° s'-0" 10'-6" 13'-s" 16'•6" With top mount hangers,backer block required only Y pp 9 16~ H1 hanger do not laterally support at H2 H3 24""' 6 13 360 ,'-0" 1'-0" 1'-0" ,'-0" T-0" 4•-0" 6'-6" 10'-0" 13'-6" 1'-0" 1'-0" T-0" 4'-0" 7'-s" 8'-6" 13'-0" 14'-6" 17'•0" 3 ®. for downward loads exceeding 250 lbs or for uplift • Corrosion-resistant fasteners required for wet-service applications. PB1 56o t'-o• 1'-0• 1•-°" t'-°" 2'-6° 3'-s" 7'-0" ,1'-°" ,s'-o^ 1'-0" ,'-o" 3'-6" 5'-6" 9•-0^ to'-°" 1a'-6" 1s'-°" 18'-0• O least/a"of TJI joist top flange O conditions.For nailingrequirements see page 5 TJ- LA When specified on the layout, one of W 1 PSI or PS2 sheathing,face rain vertical q p 9 ( ) 9 9 the bracing options above is required O 4' 5- 6'• 7- 8'• 10" 2" 9001 Weyerhaeuser installation Guide for Floor and O 9' p q (2)Construction grade or better 1 15~ 17~ a~ 5" s'• 7~ e^ 10~ 12" 15'• 17" Y ® 360 1'-0" 1'-0" 1'-0" 1'-6" T-0" 6'-0" 9'-0" 15-0" 1'-0" 1'-6" 4'-0" s'-6" 9'-0" 14'-61' 16'-6" z Roof Framing, TJ-9001. 3 Web stiffeners are always required for 22"and 24"TJI 560D Joists 1a~ 560 1••0" 1'-0" 1'-0" 1'-0" 2'-0" 6'-0" 10'-0" 16'-6" 1'-0" 3'•8" 6'-0" 8'-6" 11•-6" 16' BEAM DETAILS FASTENING of FLOOR PANELS 360 1'-0" ,'-o° 1-0" 1 T-0' 6'-0" 1r-0" 1s'-s" r-0" r-0° r-s" 4'-0" r•0" 1r p FILLER and BACKER BLOCK SIZES 20" `fl Guidelines for Closest On-Center Spacing er Row sso ,'-0" 1'-0" ,'-0" 1'-0" 1'-0" 1'-6" 5'-8" 12'-0" 16'•0" ,'-0" 1'-0" 3'-0" 6'•0" 8'-6" 14'-0" 17'-6' 19'-6" 20'-6" 111 � O TJI®(,)(z) Rim Board 1Jz" TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurementoflongestside. ,I ' BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 110,210, 360 and a"TJ®Ri 1Y4" TimberStrand®LSL Microllam® Parallam® 9%"or 9'/"or 14"or 9Y2"or 14"or 18"or • Leave Y8"of web(minimum at to and bottom of hole. DO NOT cut joist flanges. LU fn Depth 14„ 14"or 18"or ) p J g lLl z BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL and 230 56" Board TimberStrand®LSL or wider LVL PSL P 11%'. 11%8'. 16" 11Ma" 16" 20" 11r��� 16" 20" • Tables are based on uniform load tables in current design literature. Z Z Q 1 8d(0.113"x 2)z"),8d(0.131"x 2Y") 4" 3" 6" 4" 3" 3" 3" Filler Block(ti 2x6+%" 2x8+%" 2x6+Y2" 2x8+y" 2x12+%" Two Two Two --- - J Q- O_I W 1/a"TJ®Rim Board or Strap per code If top plate 2x6 2x8 • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located Z 10d 0.148"x 3",12d 0.148"x 3Y4") 6" 4" 4" 4" 4, (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 dl Ilia"TimberStrand LSL or is not continuous over ( ) ( at the center of the joist span provided that no other holes occur in the joist. 16d 0.162"x 3 " Cantilever 2x6 2x10 2x6+%" 2x10+%" 2x6+%" 2x10+)Z" 1 Y 6" 6" r z 8" 6" blocking for lateral support header ( ) a a Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing Not Not applicable ALLOWABLE HOLES - Headers and Beams 1 � t>_z z (1)Stagger nails when using 4"on-center spacing and maintain 1 Y8"Joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long V-0"long applicable ' 1 `} W panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block(+1 'I.55E TimberStrand® LSL Headers and Beams p !J-.1 / I�J Q Strap per code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI ®joists. s . a „ 3 „ „ plate is not continuous O P 9 PP P P staggered. (Dor H2etail F1 or/, / or/ / or 1"Net 2x6 2x8 2x12 J V 2 For non-diaphragm m a lications,multiple rows of fasteners are permitted if the rows are offset at least Y:"and std Bred. to 3 With 10d 0.148"x IY2" nails,spacing can be reduced to 3"on-center for light gauge steel straps, ) 2 x diameter of the a O } Q 7 over column ( ) ( ) p g g g g p ' r, If necess, increase filler and backer block het ht for face mount han rs and maintain/s" a at to of oist;see detail W.Filler and backer largest hole(minimum) O v Top mount •� (4)Can be reduced to 4"on-center If nail penetration into the narrow edge is no more than 1 %"(to avoid splitting). bock dimensions should accomodate required nailing without splitting(1"minimum for backer blocks and 24"minimum for filter blocks). ,(� QQ hanger Protect untreated (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 %"(to avoid splitting). Y depth v I 0 Column Face mount ■Recommended nailing Is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Allowed hole zone Q hanger wood from direct recommendations listed above. (1 contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor L1 L2 L3 See current Weyerhaeuser 1_4 Concrete and Roof Framing, TJ-9001. O literature for framing connectors r Nailing rows must be offset at least Y"and staggered. ® 0 0 0 0 0 1.55 E TimberStrand®LSL Z ■14 ga.staples may be substituted for 8d(0.113"x 2X2'")nails if minimum penetration of 1"Into the TJI joist or rim board is achieved. Joists must be laterals supported at Header or Beam Maximum Round ■Maximum nail spacing for TJI®joists is 18"on-center. Y pP cantilever and end bearings by blocking Depth Hole Size panels,hangers,or direct attachment to 9Y4"-9y2" 3„ Multiple-Member Connections for Top-Loaded Beams ® . a rim board or rim joist. 8„ 8., 11Y4"-11%e" 3%" TJI joist framing does not Fastener Installation Requirements E1 14"-16" 4%" Fastener require bridging or mid-span _ General Notes See illustration for allowed hole zone «*e�tr*rrlr"'rs,� Piece #ie blocking Allowed hole zone suitable for headers and beams with Wi1th Plies Type"' Min.Length #Rows O.C,Spacing Location When fasteners are required on both g C♦j, e- St... •M....ry uniform and/or concentrated loads anywhere along the member. �,.,e�,,••.. ;f+�i� r� (2) sides,stagger fasteners on the second • Round holes only h- •"+.,\• r• ti.0 ' BEARING AT 10d nails 3" 3 12„ side so they fall halfway between y ��f �, , . , /` ,G COLUMN 2 12d-16d nails 3Ya" 2'2' One side fasteners on the first side. • No holes in headers or beams in plank orientation, r .a L r' f, rt Screws 33/a"or 3Yz" 2 24" ,k H2 10d nails 3" 3'2' DO NOT bevel cut joist Al ''r ►•" Other Trus Joist® Headers and Beams 12d-16d nails 3 2j2' 12 Both sides O 1 I �, ,• �,'rt r; beyond inside face of walk Rim board joint z1•i' - .�.+;: : , 3 Y" E2 between joists r„ Y Microllam® LVL 1 DO 1.3E TimberStrand® andParallamePSL 13/4" 33/"or 3Y2" Both sides On beams beyond the inside LSL hole zone hole zone 2 x diameter of the Y3 depth 4" : A• •» •#a �`'? Screws 2 24° Load must be applied evenly across 3, 5 One side entire beam width,Otherwise,use pp letar,•,« *"" „ 2 rside-loadedbeams. faceofsu ort member, largest hole(minimum) Verify column capacity 10d nails"' 3" 3" connections for DO NOT cut,notch or drill S°' One side and beam bearing 12" i' r length.See current 4 3, 2, (per ply) 0 0 o Illustrations and tables, I uRE:Q G C 0 B 221 L5 12d-16d nails"' 3�" 2 d holesl�headersorbeams -r--� exce t as Indicated in s„ Weyerhaeuser literature. 5 or 6" Both sides I I Screws 2 24" Multiple pieces can be nailed or bolted together to CS 0 0 0 6 3/" One side O form a header or beam of the required size,u to a TJI®rim joist s La L6 q P '�.•• Microllam® LVL and Other Trus Joist Beams 5"or 6" Both sides maximum width of 7" L3 iia'TJ®Rim Board or 1Y4" Parallam®PSL Header or Beam Maximum Round O • 3/2' 2 Screws 2 24" O 1 6 3/4" One side TimberStrand® LSL. allowed hole zone Depth Hole Size Xz"bolts 8" 2 24" - A2 middle)3 span 43�„ 1,1 5y" 134. r, d 1.3E TimberStrand® LSL allowed hole zone d ' (1)10d nails are 0,128' diameter;12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWP 81 L1 7Ya"-20" 2" � Tr'• COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 See illustration for Allowed Hole Zone (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes s O m B2 1 Z LL • Allowed hole zone suitable for headers and beams with uniform loads only. O O � BEAM ON . Round holes only Q� NAILING AT BEARING FLOOR y COLUMN CAP (FLOOR) L5 TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist 83 • No holes In cantilevers. O O m • No holes In headers or beams in plank orientation. O V , ® (Load bearing wall above) IV'TJ Rim Board or 1Y"TimberStrand LSL. Joist may be shifted u to 3"if Use B1 or B2 at � O ® One 10d(0.128"x 3") y p P WARNINNG O O floor panel edge is supported B4 intermediate bearings One l e (0.113"x rive nail into each flange and span rating is not exceeded. With load bearing or Joists are unstable until braced laterally d W nail each side.Drive Do not cut joist flanges. QQ nails a1 an angle at Plumbing Drop braced/shear wall Bracing Includes: Ld O 1 P1 least 1/2"from end. from above End of joists • Blocking • Sheathing • Strut Lines ' at centerline • Hangers • Rim Board • N O V < � Q O 9 Rim Joist 3t2"minimum of support L2 I J IL Z COLUMN BASE 3 , intermediate bearing Also see detail B2 Pp W p 1/a'minimum end bearing 9 l ,� V- single-family applications 5Y4°may be required ; -•r- Wr for maximum H1 _ _t_-l_ U_ V Shear transfer:Connections equivalent capacity p f 0.� �LI to floor panel nailing schedule r 1•- ' �� Q_ Rim to TJI®Joist ° DO NOT walk on joists DO NOT walk on joists DO NOT stack building 1-- 0 Q 1�1 ® TJI®560 rim joist:Toe O until braced. that are lying flat. materials on unsheathed N "TJ Rim Board, j Additional joist is required if U 1/4"TimberStrandO LSL or nail with 10d(0,128"x 3") o INJURY MAY RESULT. joists.Stack only over floor panel edge is unsupported L4 WARNING NOTES: beams or walls. V W TJI®110 rim joist: nails,one each side of or ifs an ratingis exceeded. !' •°. P2 One 10d(0.131"x 3")nail TJI®joist flange TJIP-560 p o O LA Exterior Deck DO NOTusesawn Y W ^ Lack of proper bracing during construction can result In serious --1 O into each flange floor'oist '.: Attachment W 9 1 ;, : lumber for rim accidents.Observe the following guidelines: O = Structural g 9 O TJI®210,230,and 360 rim INSTALLATION TIPS °' O board or blocking, 1.All blocking,hangers,ers,rim boards and rim joists at the end supports of the TJI®' ' completely properly IL f' ELEVATED joist: '�• ' �.•'•' sheathing 9. 9 joists PP Joists must be com letel Installed andnailed. !L 1 O as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be �Q One 16d 0.135"x 3 " nail •Subfloor adhesive will improve floor performance,but o p Y temporary P (sheathing) i y a- O COLUMN BASE ( Y ) after installation. accomplished b a tem ora or permanent deck sheathin fastened to the first 4 feet of joists at the end of the bay. 1%"minimum bearing into each flange may not be required. p g Top View Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each � m Locate rim board joint between joists. O Safety bracing(1x4 engineered lumber, joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a 0 •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at Von-center(6' worker or one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and 62).Packing out the web from direct contact with See ALLOWABLE on-center for TJI®110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. of a TJI®joist with web Stiffeners is not a substitute concrete 1Y2"knockouts at H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. j ( ) extended to a braced end wall. 1X6"TJ®Rim Board or 1Y4" for squash blocks or blocking panels. approximately Fasten at each joist with 6.The flanges must remain straight within 112"from true alignment, TimberStrand® LSL. 12"on-center ( Warning:Drilling,sawing, DATE: FEBRUARY 2021 ".;i;';*;�� '•.;••. •• two 8d 0.113"x 2�")nails minimum g: g, g,sanding or machining wood products generates wood dust.The paint and/or coating on this "'�"' •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit w .com/inform. Optional plumbing or HVAC. P3 non-shrink flush with inside face Drive nails at an See framing plan(if applicable)or of wall or beam I-JOIST DETAILS grout One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. _ 1y"minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 DRAWING NUMBER This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJI Joist Installation Guide, TJ-9006, which should be referenced for additional information. I